---
date: 2021-09-23
title: Planning Commission Meeting Agenda Packet
source: 2021-09/2021-09-23_Planning Commission Meeting_Agenda Packet.pdf
pages: 1
---

City of Stockbridge
Mission: To provide visionary leadership and superior municipal services that enhance
the quality of life for citizens while creating a welcoming business atmosphere focused
on sustainability and expansion of tourism and cultural events.

AGENDA
PLANNING COMMISSION
THURSDAY, September 23, 2021 at 6:30 p.m. (Virtual Meeting)

BOARD MEMBERS (5): ADMINISTRATION:
Askia Abdullah, Chairman Brecca Johnson, Community Dev. Director
Stanley Dumas Quinton Washington, City Attorney
Harold Thibodeaux Vanessa Holiday, City Clerk
Kathleen Nelson Linda Logan, Senior Planner / PC Sect’y
David Planchon Melinda Davies, GIS Tech. / Planner
Gordon Linton, Planner I

I. CALL TO ORDER

II. INVOCATION

III. PLEDGE OF ALLEGIANCE

IV. ROLL CALL (5 members): Present Absent

~ Askia Abdullah

~ Stanley Dumas

~ Harold Thibodeaux

~ Kathleen Nelson

~ David Planchon
V. ADOPTION OF THE AGENDA

VI. APPROVAL OF MINUTES – February 25, 2021 Action Minutes

VII. APPROVAL OF MINUTES – May 27, 2021 Action Minutes

VIII. ELECTION OF OFFICERS

An Election of Officers will be held to elect both a Chairperson and a Vice-
Chairperson for 2021. There is currently no Vice-Chairperson since Shirley Wallace is
no longer a member of the Planning Commission.

IX. PROPOSED DAVIDSON PARKWAY COMMERCE CENTER:
To be presented by Brecca Johnson and Linda Logan.

A. REZONING CASE #RZ-2021-01 -- The City of Stockbridge Planning Commission
and the City of Stockbridge Mayor and City Council will hear a Rezoning Request
by EastGroup Properties, L.P., the Applicant, to rezone certain property from ‘C-3’
(Heavy Commercial) to ‘M-1’ (Light Manufacturing) to allow for the development of
a business distribution center within five new buildings. The property is located in
Land Lot 57 of District 12 within the Stockbridge City Limits. It contains three
parcels with 79.17 +/- total acres, as follows:
• Parcel #030-01009000 -- Contains 73.88 acres. Located to the rear of
the southwest corner of Davidson Parkway and Walter Way.
• Parcel #030-01009006 -- Contains 1.66 acres. Located on the south side
of Davidson Parkway, one lot west of Walter Way.
• Parcel #030-01009005 – Contains 3.63 acres. Located on the west side
of Walter Way, two lots south of Davidson Parkway.

B. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2021-01--The City of
Stockbridge Planning Commission and the City of Stockbridge Mayor and City
Council will hear a Comprehensive Plan Amendment Request by EastGroup
Properties, L.P., the Applicant, to change the future land use designation of certain
property from ‘Low-Density Vertical Mixed-Use’ to ‘Light Industrial’ to allow for the
development of a business distribution center within five new buildings. The
property is located in Land Lot 57 of District 12 within the Stockbridge City Limits.
It contains three parcels with 79.17 +/- total acres, as follows:
• Parcel #030-01009000 -- Contains 73.88 acres. Located to the rear of
the southwest corner of Davidson Parkway and Walter Way.
• Parcel #030-01009006 -- Contains 1.66 acres. Located on the south side
of Davidson Parkway, one lot west of Walter Way.
• Parcel #030-01009005 – Contains 3.63 acres. Located on the west side of
Walter Way, two lots south of Davidson Parkway.
City of Stockbridge, Georgia Planning Commission Agenda for September 23, 2021 2
X. UNIFIED DEVELOPMENT CODE (U.D.C.)
To be presented by Brecca Johnson and representatives from The Collaborative Firm,
the City’s consultant for the UDC.

The City of Stockbridge Planning Commission and the City of Stockbridge Mayor and
City Council will review the Community Development Department’s proposed new
UDC, which includes the City’s Zoning Code. The new UDC would comprise both an
update and a rewriting of the existing Zoning and Development ordinances for the
purposes of 1) making needed corrections and clarifications; 2) revising the available
zoning districts in the City; and 3) making the document more user-friendly.

XI. OFFICIAL ZONING MAP – The City of Stockbridge Planning Commission and
the City of Stockbridge Mayor and City Council will review the proposed Official Zoning
Map to be amended in conjunction with the Unified Development Code (UDC), which
includes the City’s Zoning Ordinance. This item will run concurrently with the UDC.

XII. PROJECT UPDATES:
To be presented by Brecca Johnson. No action is required.

XIII. STAFF COMMENTS
To be presented by Brecca Johnson. No action is required.

XIV. BOARD COMMENTS

XV. ADJOURNMENT

City of Stockbridge, Georgia Planning Commission Agenda for September 23, 2021 2
City of Stockbridge
Mission: To provide visionary leadership and superior municipal services that enhance
the quality of life for citizens while creating a welcoming business atmosphere focused
on sustainability and expansion of tourism and cultural events.

AGENDA
PLANNING COMMISSION
THURSDAY, September 23, 2021 at 6:30 p.m. (Virtual Meeting)

BOARD MEMBERS (5): ADMINISTRATION:
Askia Abdullah, Chairman Brecca Johnson, Community Dev. Director
Stanley Dumas Quinton Washington, City Attorney
Harold Thibodeaux Vanessa Holiday, City Clerk
Kathleen Nelson Linda Logan, Senior Planner / PC Sect’y
David Planchon Melinda Davies, GIS Tech. / Planner
Gordon Linton, Planner I

I. CALL TO ORDER

II. INVOCATION

III. PLEDGE OF ALLEGIANCE

IV. ROLL CALL (5 members): Present Absent

~ Askia Abdullah

~ Stanley Dumas

~ Harold Thibodeaux

~ Kathleen Nelson

~ David Planchon
V. ADOPTION OF THE AGENDA

VI. APPROVAL OF MINUTES – February 25, 2021 Action Minutes

VII. APPROVAL OF MINUTES – May 27, 2021 Action Minutes

VIII. ELECTION OF OFFICERS

An Election of Officers will be held to elect both a Chairperson and a Vice-
Chairperson for 2021. There is currently no Vice-Chairperson since Shirley Wallace is
no longer a member of the Planning Commission.

IX. PROPOSED DAVIDSON PARKWAY COMMERCE CENTER:
To be presented by Brecca Johnson and Linda Logan.

A. REZONING CASE #RZ-2021-01 -- The City of Stockbridge Planning Commission
and the City of Stockbridge Mayor and City Council will hear a Rezoning Request
by EastGroup Properties, L.P., the Applicant, to rezone certain property from ‘C-3’
(Heavy Commercial) to ‘M-1’ (Light Manufacturing) to allow for the development of
a business distribution center within five new buildings. The property is located in
Land Lot 57 of District 12 within the Stockbridge City Limits. It contains three
parcels with 79.17 +/- total acres, as follows:
• Parcel #030-01009000 -- Contains 73.88 acres. Located to the rear of
the southwest corner of Davidson Parkway and Walter Way.
• Parcel #030-01009006 -- Contains 1.66 acres. Located on the south side
of Davidson Parkway, one lot west of Walter Way.
• Parcel #030-01009005 – Contains 3.63 acres. Located on the west side
of Walter Way, two lots south of Davidson Parkway.

B. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2021-01--The City of
Stockbridge Planning Commission and the City of Stockbridge Mayor and City
Council will hear a Comprehensive Plan Amendment Request by EastGroup
Properties, L.P., the Applicant, to change the future land use designation of certain
property from ‘Low-Density Vertical Mixed-Use’ to ‘Light Industrial’ to allow for the
development of a business distribution center within five new buildings. The
property is located in Land Lot 57 of District 12 within the Stockbridge City Limits.
It contains three parcels with 79.17 +/- total acres, as follows:
• Parcel #030-01009000 -- Contains 73.88 acres. Located to the rear of
the southwest corner of Davidson Parkway and Walter Way.
• Parcel #030-01009006 -- Contains 1.66 acres. Located on the south side
of Davidson Parkway, one lot west of Walter Way.
• Parcel #030-01009005 – Contains 3.63 acres. Located on the west side of
Walter Way, two lots south of Davidson Parkway.
City of Stockbridge, Georgia Planning Commission Agenda for September 23, 2021 2
X. UNIFIED DEVELOPMENT CODE (U.D.C.)
To be presented by Brecca Johnson and representatives from The Collaborative Firm,
the City’s consultant for the UDC.

The City of Stockbridge Planning Commission and the City of Stockbridge Mayor and
City Council will review the Community Development Department’s proposed new
UDC, which includes the City’s Zoning Code. The new UDC would comprise both an
update and a rewriting of the existing Zoning and Development ordinances for the
purposes of 1) making needed corrections and clarifications; 2) revising the available
zoning districts in the City; and 3) making the document more user-friendly.

XI. OFFICIAL ZONING MAP – The City of Stockbridge Planning Commission and
the City of Stockbridge Mayor and City Council will review the proposed Official Zoning
Map to be amended in conjunction with the Unified Development Code (UDC), which
includes the City’s Zoning Ordinance. This item will run concurrently with the UDC.

XII. PROJECT UPDATES:
To be presented by Brecca Johnson. No action is required.

XIII. STAFF COMMENTS
To be presented by Brecca Johnson. No action is required.

XIV. BOARD COMMENTS

XV. ADJOURNMENT

City of Stockbridge, Georgia Planning Commission Agenda for September 23, 2021 2

City of Stockbridge
Mission: To provide visionary leadership and superior municipal services that enhance
the quality of life for citizens while creating a welcoming business atmosphere focused
on sustainability and expansion of tourism and cultural events.

ACTION MINUTES [DRAFT]
PLANNING COMMISSION
THURSDAY, February 25, 2021 at 6:30 p.m. (Virtual Meeting)

BOARD MEMBERS: ADMINISTRATION:
Askia Abdullah--Chairperson Randy Knighton, City Manager
Shirley Wallace--Vice Chair Michael Williams, City Attorney
Stanley Dumas Vanessa Holiday, City Clerk
Harold Thibodeaux Linda Logan, Senior Planner / PC Sect’y
Kathleen Nelson Melinda Davies, GIS Tech. / Planner
David Planchon Gordon Linton, Planner I
Meeting Participants: Meeting Attendees (Citizens);
Askia Abdullah, PC Chairperson Don Anthony
Shirley Wallace, PC Vice Chair C. Curtis
Stanley Dumas, PC Member Barbara Fleischman
Harold Thibodeaux, PC Member Richard Gill
Kathleen Nelson, PC Member Marc Jones
David Planchon, PC Member Linda Kerr
Randy Knighton, City Manager Dannie Kilpatrick
Vanessa Holiday, City Clerk Mr. and Mrs. Lyons
Robert Bonds, IT Support Marty & Verna
Linda Logan, Senior Planner Nathan
Melinda Davies, GIS / Planner Karen Robbins
Gordon Linton, Planner I Joann Young
Neil Koebl, RZ-2020-02 Applicant
Michele Battle, RZ-2020-02 Attorney
Alex McCort, RZ-2020-02 Developer
Gene Strickland, RZ-2020-02 Developer
Steve Moore, RZ-2020-02 Civil Engineer
Marc Acampora, RZ-2020-02 Traffic Engineer
City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

I. CALL TO ORDER

II. INVOCATION

III. PLEDGE OF ALLEGIANCE

IV. ROLL CALL: Present Absent
~ Askia Abdullah X
~ Shirley Wallace X

~ Stanley Dumas X

~ Harold Thibodeaux X

~ Kathleen Nelson X
~ David Planchon X

V. ADOPTION OF THE AGENDA – Shirley Wallace motioned to adopt the Agenda
and David Planchon seconded the motion. The Agenda was unanimously
adopted.

VI. APPROVAL OF MINUTES – December 17, 2020 Action Minutes. Shirley Wallace
motioned to approve the Minutes and Kathleen Nelson seconded the motion.
The Minutes were unanimously adopted.

VII. NEW BUSINESS [None]

VIII. OLD BUSINESS:

PUBLIC HEARING

Rezoning Case #RZ-2020-02 (Deferred from the December 17, 2020 meeting) –
Neil Koelbl requests the rezoning of certain property from RA (Residential-Agricultural
District) to R-3 (Single-Family Residential District) to allow for the development of a
single-family residential subdivision. The property is located in Land Lot 29 of District
7 within the Stockbridge City Limits, along the southeast corner of Brannan Road and
North Salem Drive. It contains 73.71 total acres, which previously consisted of five
parcels. The Planning Commission approved the recombination of the five parcels to
form just one parcel at its last meeting on December 17, 2020. This occurred via
Recombination Plat Case #RC-2020-03, which had the same applicant as this
rezoning case. For the record, the parcels were as follows:

City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

• 732 Brannan Road—Parcel #088-02049000
• 664 Brannan Road—Parcel #088-02050000
• 618 Brannan Road—Parcel #088-02051000
• Large parcel on Brannan Road—Parcel #088-02049005
• Small parcel on North Salem Drive—Parcel #088-02045000

STAFF PRESENTATION:

Linda Logan, Senior Planner—Ms. Logan made a PowerPoint presentation of the
applicant’s proposed 139-unit subdivision. She provided an overview of the property’s
location, surrounding zoning and land use, and other subdivisions within the vicinity. She
then gave a detailed description of the applicant’s request in terms of the development
proposal, site plan, site data, amenities, home sizes, building materials, and sample
renderings. Ms. Logan explained the zoning requirements of the applicant’s requested R-3
district and summarized the recent traffic impact study which had been completed. After
that, she explained the Staff’s analysis in terms of the following: 1) the suitability of the
proposed subdivision; 2) the suitability of the requested R-3 district; 3) suitability of the site
plan; 4) impacts on adjacent properties; 5) impacts on public schools; 8) impacts on
adjacent streets; and 7) impacts on utilities. Finally, Ms. Logan enumerated the Staff’s
Recommendations for this rezoning request, which were grouped under five categories—
1) the site plan; 2) the subdivision design; 3) landscape design; 4) architectural design; and
5) procedural matters.

BOARD MEMBERS’ QUESTIONS:

The Planning Commission Board members then had numerous questions of the applicant,
the applicant’s attorney, the applicant’s developer, the applicant’s engineer, and the
applicant’s traffic engineer. These are summarized below, along with the responses that
were received.

David Planchon, Board Member—Would the utilities be all-electric or electric and natural
gas? Would the utilities be underground or overhead?

Michele Battle of Battle Law, Applicant’s Attorney—Utilities would be underground.

Gene Strickland of Bass Consulting—Utilities would be underground, and this would be an
all-electric development.

Harold Thibodeaux—How is water fed into the pond, and what method would be used retain
water in the pond?

Steve Moore of Moore Bass Consulting—Drainage from the pond would go through pipes.
The pond is based on topography. The pond is spring-fed. There are no plans to develop
around the pond. It would be left in its natural state, and no water will be added. Erosion
control measures will be applied to protect the pong and keep it clean during construction
for receiving and releasing water.

City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

David Planchon—He doesn’t want any flooding, or for the pond to dry up.

Steve Moore—Stormwater will be collected via a piping system into the streets, and water
will move to another area.

Harold Thibodeaux--Over how many days did the traffic study occur? What actions were
taken, and what did the Study encompass?

Marc Acampora, Applicant’s Traffic Engineer—He is a professional engineer with over thirty
years of experience. He has completed 1,700 traffic engineering studies and has had his
own business for the past nineteen years. Standard traffic engineering standards were
used, along with GDOT and Henry DOT intersection turning movement data. Traffic counts
were taken during two-hour intervals in the morning and afternoon peak hours (7-9 a.m.
and 4-6 p.m.). He compiled the four highest 15-minute intervals to get the peak hours, and
also did 24-hour bi-directional counts. He compared the results with the 2019 counts, and
applied a 25 percent adjustment increase to offset the drops in traffic volumes due to
COVID-19. He did an operational analysis. All levels of service were ‘A’ in the morning
and ‘A’ or ‘B’ in the afternoon. Ample capacity still exists on surrounding roads, which are
currently operating well below capacity. He used 147 homes in his analysis, and all levels
of service were excellent. He studied historic traffic growth trends. A negative 6.8 percent
growth in traffic (decreasing volumes) occurred from 2015 to 2019, which was pre-
pandemic, thus no growth factor was added. Last year, the traffic growth was zero. He
stated that Henry County requires the installation of a northbound deceleration lane on
Brannan Road in front of the subdivision. He used GDOT’s Driveway Manual, Version 5.0.
He recommends southbound left-turn lane and a northbound right-turn lane on Brannan
Road.

Harold Thibodeaux—He wanted to know over how many days that the studies were done,
and whether they were done on weekends.

Marc Acampora—No studies were done on weekends; just Tuesdays and Thursdays.

Harold Thibodeaux, Board Member—Was the pandemic considered?

Marc Acampora—Streets are not designed for the absolute worst conditions. If the traffic
doubled, it would still be okay.

Harold Thibodeaux, Board Member—Wants the community to tell us what traffic would be
like. Traffic is bad on Fridays on Brannan Road.

Askia Abdullah, PC Chairman—Let’s allow the applicant’s attorney to make a presentation.

Michele Battle (Battle Law—One, East Court Square; Decatur, Georgia; 30030)—The
developer has reduced the number of units from 147 to 139 lots/homes to allow for the two
amenity areas. He wanted to be in line with the Clark Meadows Subdivision across the
street. Most of Clark Meadows was developed under R-3 (some also under R-2). She
shared her screen to show the slide which compares lot sizes of the Brannan Road
subdivision with the lots in Clark Meadows. The density would also be less. She said that
City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

Clark Meadows obtained some variances, and most of their lots are 60 feet by 120 feet.
This developer has agreed to four-sided brick homes and two amenity areas; added
sidewalks along Brannan Road; removed the secondary access on North Salem Drive due
to the “cries” of the community; and increased the buffer surrounding the property from 30
feet to 50 feet. Thus, the developer has “made every provision” to ensure that the product
would be comparable to Clark Meadows. The developer is bringing sewer to the site. She
said that some people don’t want change and would not be happy “no matter what we do.”
The developer has increased the price-point of the homes, provided an additional amenity
feature, consulted with an appraiser to get reasonably-priced homes, and improved
projections due to community comments that were received.

PUBLIC HEARING:

Askia Abdullah, PC Chairman—He wanted to open the meeting to public comments.

Randy Knighton, City Manager—He said that attendees were now connecting to Zoom.

Askia Abdullah, PC Chairman—He asked for public comments.

Mr. and Mrs. Lyons, Citizens—Mrs. Lyons primarily spoke. They live on North Salem Drive.
They like the improvements which the builder has made, but the infrastructure is not set up
for another community of this size right now. There would be increased traffic. The local
police don’t travel Brannan Road very much. School overcrowding would occur. Brannan
Road is a two-lane road. “It’s a bad idea.” The area is “not ready” for another development.
The area is mostly rural, and they want to keep it rural. The houses should be spaced farther
apart.

Karen Robbins, Citizen—A large development is already planned for East Lake Parkway
and Springdale Road. It would be large, and that needs to be taken into consideration.
When was this site annexed into the City?

Linda Logan, Senior Planner—This site was annexed into the City in 2004.

Karen Robbins, Citizen—An environmental study needs to be done. There is heavy water
runoff in the area due to construction. The pavement on North Salem Drive fills up quickly.

Marty, Verna, and Grant Ferry, Citizens—Verna said that the size of this subdivision is
larger. Surrounding communities have larger lots. There are too many houses, cars, and
people for this area, and for the schools and roads. It’s too much to bring to this area. The
applicant [i.e. Michele Battle, agent for the applicant] showed communities to the west, but
nothing to the east. This area is rural. She lives on North Salem Drive.

Marc Jones, Citizen—He made a PowerPoint presentation. He requests “NO.” R-3 would
be out of character, making the subdivision too dense. There would be overpopulation.
The traffic study was not beneficial because it was done when school was out. Only two
days’ notice was given before the last community meeting. There is/would be excess traffic
on North Salem Road and on Brannan Road. Possibly a traffic light could be installed.
There would be increased drainage issues since the site is in a floodplain area. Most
City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

subdivisions have one-acre or more lots in this area. Lot widths of nearby subdivisions:
Crown Walk, which is zoned R-2, has 125-foot-wide lots and Moss Point, which is zoned
R-2, has 100-foot-wide lots. The proposed subdivision would not be compatible with R-3.
East of Brannan Road, there should be one-acre lots. Dense housing needs adequate
infrastructure. He wants R-1 or R-2, side-entry garages, custom-built houses, a septic
system instead of public sewer lines, optional basements, and homes with large lots selling
in the $300,000 to $450,000 price range. These 47 acres of developable land are suited
for custom-built homes, not a large subdivision. How could rental or other changes be
prevented? Would senior housing be possible? This subdivision would not benefit this area.
He wants to find a developer who would meet these requests, who would build a
development that would be harmonious with this area.

Lynda Kerr, Citizen—She has lived at St. Andrews at Rockport Subdivision for twenty-three
years. She wants her property value to remain high, and she asked the Board to vote ‘NO’.

Barbara Fleishman, Citizen—She has lived at 1026 Brannan Road for thirty years, and her
property has nine acres. The traffic study is inadequate. The traffic study states that there
would be 1,482 extra trips per day, and an extra lane would be added. Where would the
extra lane be located? It is hard to get out of her driveway during school hours. She said
that Ms. Logan said that the school board said that eleven more classrooms would be
needed, and school taxes would go up. She wants 2,500-square-foot homes. There are
some unfinished subdivisions in the area, with some of the new houses sitting empty and
becoming a “trash dump.” She wants something better—high-end houses. She said that
she put the meeting information on “Next Door”, then was contacted by Elton Alexander,
who said that she wasn’t “woke”, and that she didn’t want diversity, and he would be the
deciding factor over whether this subdivision gets approved.

Richard Gill, Citizen—He has lived in the Westminster Subdivision for fifteen years. He was
“shocked” when the Clark Meadows Subdivision was put in. Cars are “backed up”, and he
is “afraid” to get back onto Highway 42. Roads get “washed out.” The traffic study gave no
account to the pandemic.

Dannie Kilpatrick, Citizen—The proposed subdivision would have “reckless impacts.” Data
are needed from the City of McDonough. She contacted the school board. She was not
aware of this Zoom meeting, thus she is using Facebook.

Michele Battle, Applicant’s Attorney—She wanted to respond to some of the citizens’
comments. This property is located in the City of Stockbridge. The future land use
designation shows two units per acre. There was a misunderstanding. This development
would have under two units per acre. Clark Meadows was built in 2007 with R-2 and R-3
zoning. Moss Pointe has R-2 zoning with a density of 1.99 units per acre. This proposal
would be consistent with them. The developer has tried to improve on Clark Meadows with
larger side yard setbacks. She heard from Clark Meadows residents, who were pleased
about the proposed subdivision on Brannan Road. But this proposal would have larger and
wider lots. She stressed that the developer has done everything possible to try to please
the citizens of the surrounding area. They have held two community meetings. She said
that Board members cannot deny rezonings solely on the basis of traffic. They have raised
traffic uses on North Salem Drive with the Henry County DOT. North Salem Drive is a
City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

County road, not a City road. The proposed subdivision would be consistent with the City’s
land use plan.

Askia Abdullah, PC Chairman—What kind of response did Ms. Battle get from Clark
Meadows and Moss Pointe residents?

Michele Battle, Applicant’s Attorney—They received comments about the widths between
homes in Clark Meadows, which was granted variances. The developer has “beefed up”
the amenity area in the proposed subdivision to include a pool. A variance allowed the
houses to be just ten feet apart.

Kathleen Nelson, Board Member—She is not convinced that the issues of congestion and
environmental have been adequately addressed, nor is she convinced that the proposed
subdivision would be the “best thing” for this area. Not all of the concerns have been
addressed.

Askia Abdullah, PC Chairman—He asked Ms. Nelson how she feels about most of the
comments from the citizens who live in the County, not the City.

Kathleen Nelson—Some people haven’t been heard.

Shirley Wallace, Board Member—Ms. Wallace had comments on several topics, as follows:
1. Regarding the comments which Councilman Alexander said to Ms. Fleischman, Mr.
Alexander made the same comments to her, and it was very much unappreciated. He
was pretty much calling her a racist without saying it.
2. As far as this [proposed] community goes, there would be at least 40 additional people
at this meeting if the technical side were properly addressed. There’s probably many
people . . . People have phoned her who actually do live in the Stockbridge City Limits.
Their sentiments are pretty much the same.
3. She agreed with Ms. Nelson. We’re here to support our City, and our priority is to make
sure that our citizens are comfortable; that their rights are not being stepped on; and that
they’re protected.
4. She was not convinced – the traffic study – and she was not trying to discredit anyone.
Since this project has started, she has ridden out there in the mornings when the schools
are open. It’s not at full capacity. But she also spoke with people in the community, and
their description of the traffic does not compare with what the Traffic Study states.
5. At this point, she could not see herself as being convinced that this is exact for this
particular area. This community is really stressed out, and people are hurting because
of the potential and probability of . . . [the proposed subdivision].
6. Growth is going to come. She said that there was an area next to her home that’s under
Henry County, and they’re pretty much doing the same thing. But she had no voice in it
because she lives in Stockbridge, not unincorporated Henry County. It’s disheartening
when you’re the actual people who live in those areas and you’re feeling the impact of
what’s being done around you.

City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2

David Planchon, Board Member—He said, “I’m just a big sponge right now.” He asked
whether there were any citizens who were not against this development or afraid of this
development. Referring to nearby residents, he said that if it’s going to interrupt your ten
acres you’ve been on for thirty years, well, it ain’t gonna stay that way and you just have to
get used to it.

Stanley Dumas, Board Member—He said “thank you” to the citizens who have spoken out.
He has served on this Board since its inception. He rode out to the site when he heard
about this proposal. He has some of the same concerns as the citizens. He reminded
everyone that the Board does not have the final decision—it will be made by the City
Council. He thanked the developer for wanting to do business in the City, and appreciates
his flexibility in trying to address citizens’ concerns. He considers the whole community,
across jurisdictional lines. Brannan Road may be a modern-day “Jerico Road.”

Askia Abdullah, PC Chairman—He originally thought that this would be a “spot zoning.” He
read the objectives of the Comprehesive Plan, including the prevention or banning or
sprawl. Citizens have expressed hostilities. He received many e-mails and phone calls.
Citizens are being adversely affected.

David Planchon, Board Member—He pointed out that the property owner has the option of
de-annexing the subject property from the City.

BOARD ACTION:

Shirley Wallace, Board Member—She made a motion to deny the rezoning.

Harold Thibodeaux, Board Member—He seconded the motion.

Board Vote—Board members voted in unison to approve the motion to deny the rezoning.

IX. STAFF COMMENTS--Randy Knighton, City Manager, stated that he appreciated
the Board members’ service and citizen comments. He announced the new
Community Development Director for the City—Ms. Brecca Johnson.

X. BOARD COMMENTS—Askia Abdullah remarked that he had never before had this
much response to a rezoning case, with many citizens’ phone calls. Shirley Wallace
also said that she had received many citizens’ phone calls. She noted that the Board
should be careful to not convey a feeling that the Board was leaning one way or
another. She said that “Stockbridge is a great place to be.” Askia Abdullah provided
a definition of the term, “ex parte”—that one side may meet without the other side
being present. He also received many citizens’ e-mail messages. David Planchon
stated that they perhaps should not respond to citizens’ phone calls. Askia Abdullah
asked Randy Knighton about Coucnilman Alexander’s inappropriate comments. He
said, “Appropriate conversations will be had.” Then he said, “Goodnight.”

XI. ADJOURNMENT—A vote to adjourn was unanimous.

City of Stockbridge, Georgia Planning Commission Action Minutes for February 25, 2021/2
City of Stockbridge
Mission: To provide visionary leadership and superior municipal services that enhance
the quality of life for citizens while creating a welcoming business atmosphere focused
on sustainability and expansion of tourism and cultural events.

AGENDA
PLANNING COMMISSION
THURSDAY, May 27, 2021 at 6:30 p.m. (Virtual Meeting)

BOARD MEMBERS: ADMINISTRATION:
Askia Abdullah Brecca Johnson, Community Dev. Director
Shirley Wallace Quinton Washington, City Attorney
Stanley Dumas Vanessa Holiday, City Clerk
Harold Thibodeaux Linda Logan, Senior Planner / PC Sect’y
Kathleen Nelson Melinda Davies, GIS Tech. / Planner
David Planchon Gordon Linton, Planner I

I. CALL TO ORDER – Was made by Chairman
Abdullah at 6:32 p.m.

II. INVOCATION – Led by Harold Thibodeaux.

III. PLEDGE OF ALLEGIANCE – Done in unison

IV. ROLL CALL – Taken by Linda Logan. Present Absent

~ Askia Abdullah X

~ Shirley Wallace X

~ Stanley Dumas X

~ Harold Thibodeaux X

~ Kathleen Nelson X

~ David Planchon X
With all six members present, a quorum was achieved.

V. ADOPTION OF THE AGENDA

Shirley Wallace made a motion to adopt the Agenda. The motion was seconded by
David Planchon. The Agenda was adopted unanimously.

VI. APPROVAL OF MINUTES – February 25, 2021 Action Minutes

The Planning Commission members wanted the verbatim recording of the meeting. Ms.
Wallace mentioned that some topics seemed to be left out of the Minutes, particularly a
discussion about some of Councilman Alexander’s actions. She said that the only way to
find out the missing information would be to listen to the tape recording. Ms Johnson said
that in the future, we will only do summary minutes.

A motion to table the approval of the Minutes was made by Shirley Wallace. The motion
was seconded by Harold Thibodeaux and Kathleen Nelson. Some names were also left
off for citizens who spoke, since the Minutes indicated “Unknown Citizen.”

VII. COMMUNITY DEVELOPMENT NEWS -- WELCOME OF NEW STAFF:
A. Ms. Brecca Johnson, Community Development Director
B. Safebuilt Consulting for building and permitting services (4 Positions)
C. New Code Enforcement Supervisor
Ms. Johnson introduced herself as the City of Stockbridge’s new Community
Development Director. She identified the new building and permitting services that were
recently created, to be staffed by personnel from Safebuilt Consulting. She then named
the City’s new Code Enforcement Supervisor, Lenore Vanderpool.

VIII. REVIEW OF THE PLANNING COMMISSION’S BYLAWS:
A. Key Provisions
B. Rules and Policies for the Election of Officers

Linda Logan mentioned some highlights from the printed version of the Bylaws. There
was discussion about possibly changing the meeting time (6:00 p.m. instead of 6:30
p.m.) and the meeting date (third Thursday of the month instead of the fourth Thursday).
There were questions about who wrote the document and who approved them—was it
the Planning Commission or City Council? Ms. Logan tried to state that the Bylaws were
not put onto the Agenda for a vote; rather, they were just intended to be for information
so that everyone would be familiar with what the Bylaws said. Nevertheless, Shirley
Wallace motioned to table this Agenda item and Harold Thibodeaux seconded the
motion. There was a unanimous vote to approve the motion.

City of Stockbridge, Georgia Planning Commission Agenda for May 27, 2021 2
IX. ELECTION OF OFFICERS – To elect a new Chairperson and Vice Chairperson to
serve the Planning Commission.

This Agenda item was not discussed, but rather was tabled along with the review of
the Bylaws. It was noted that the Bylaws require the election of officers to take place
in January; yet, this was already the month of May.

X. Unified Development Code (UDC) PREPARATION STATUS
Presented by The Collaborative Firm & Ms. Brecca Johnson. (No action is required.)
The UDC was presented by Ms. Kc Krzic. She gave a PowerPoint presentation and
noted that she would have a meeting with the Planning and Zoning Staff next Tuesday,
June 1, 2021 to discuss the City’s zoning districts; and a Community Meeting with
citizens would be held on Thursday, June 10, 2021.
XI. PROPOSED DAVIDSON PARKWAY COMMERCE CENTER:
Presented by Brecca Johnson and Linda Logan. (No action is required.)
A. Proposed Development / Zoning Compliance Letter
B. Filing of a DRI Review Application
C. Forthcoming Rezoning Application

An introduction of the proposed project was made by Ms. Johnson. Ms. Logan then
made a short presentation. She showed an aerial photograph of the proposed
development site and the proposed site plan, and briefly described the proposed
business distribution center. Ms. Logan explained the applicant’s need to rezone the
property and to obtain a Comprehensive Plan amendment. Ms. Logan also mentioned
that the applicant was required to also apply for a Development of Regional Impact
(DRI) review due to the proposed project’s large size, which qualified it for a regional
review by the Georgia Regional Transportation Authority (GRTA) and the Atlanta
Regional Commission (ARC). She briefly described the DRI review process and the
goals.

XII. PROJECT UPDATES:
Presented by Brecca Johnson. (No action is required.)
A. City Amphitheater
B. Bridges at Jodeco / Aquatic Center
C. Other projects
Ms. Johnson briefly described several large projects in the City, which are in various
stages of plan review or construction.

XIII. STAFF COMMENTS
A. How Community Development Adds Value to the City
B. Miscellaneous
Ms. Johnson gave her vision of how we can add value to the City to bring economic
development. Kathleen Nelson remarked that “this goes along with” the recent
City of Stockbridge, Georgia Planning Commission Agenda for May 27, 2021 2
Planning Commission training from the University of Georgia’s Carl Vinson Institute of
Government, which some of the Planning Commissioners completed last week. Ms.
Wallace agreed with these statements. David Planchon wanted Ms. Johnson’s Vision
to be put into writing to refer to. Harold Thibodeaux expressed his support of Ms.
Johnson’s vision. Stanley Dumas welcomed her and said that he supported her vision.

XIV. BOARD COMMENTS

The Planning Commissioners expressed their interest in touring the new City
Amphitheater, since its construction was nearly complete. Ms. Johnson said that
she would try to arrange for such a tour.

XV. ADJOURNMENT

Shirley Wallace made a motion to adjourn the meeting. David Planchon seconded
the motion. The meeting was unanimously adjourned at 7:50 p.m.

City of Stockbridge, Georgia Planning Commission Agenda for May 27, 2021 2
Rezoning Application

THANK YOU FOR YOUR INTEREST IN THE CITY OF STOCKBRIDGE, GEORGIA. THIS PACKET INCLUDES THE
NECESSARY DOCUMENTS THAT ARE NEEDED FOR REZONING APPLICATIONS TO BE HEARD BY THE CITY OF
STOCKBRIDGE PLANNING COMMISSION AND / OR THE STOCKBRIDGE CITY COUNCIL.

PLEASE NOTE: ALL FEES ARE NON-REFUNDABLE. THERE ARE NO EXCEPTIONS.

PLEASE CALL THE CITY OF STOCKBRIDGE PLANNING AND ZONING DIVISION OFFICE OF THE COMMUNITY
DEVELOPMENT DEPARTMENT TO SCHEDULE AN APPOINTMENT.

NO PRE-APPLICATION MEETING WILL BE CONDUCTED WITHOUT AN APPOINTMENT.

SHOULD YOU NEED FURTHER ASSISTANCE, PLEASE FEEL FREE TO CONTACT OUR OFFICE
BETWEEN 8:00 AM AND 5:00 PM, MONDAY THROUGH FRIDAY
AT (770) 389-7900.

THE LOCATION OF ALL CITY OF STOCKBRIDGE PLANNING COMMISSION AND CITY COUNCIL
MEETINGS IS:

STOCKBRIDGE CITY HALL
SECOND FLOOR
4640 NORTH HENRY BOULEVARD
STOCKBRIDGE, GEORGIA 30281

City of Stockbridge Planning and Zoning Division,
Community Development Department
Zoning Application Checklist

PLEASE COMPLETE THIS FORM WHEN ACCEPTING ALL REZONING APPLICATIONS. ATTACH
THE CHECKLIST TO THE APPLICATION AND SIGN.
ALL DOCUMENTS ARE REQUIRED IN ORDER TO ACCEPT APPLICATION.

REQUIRED ITEMS COPIES PROCEDURE CHECK/
INTIAL
Pre-Application Review 1 Must be obtained from a current planner, prior to submitting
Form (Meeting Notes) your application (by appointment only).

Application Form 1 1. Signed and notarized by owner.
2. In lieu of owner’s signature, applicant has signed and
notarized a copy of a “Contract”, “Power of Attorney” or
“Lease”
Applicant 1 Required for all property owners, applicants, and agents filed
Disclosure Form with an application and must be notarized

Letter of 1 Letter stating that the owner is aware of the zoning request and
Ownership owns the property in question
Letter of Intent 1 Must clearly state the proposed use and development intent
1 Must show minimum details: Buildings, setbacks, buffers, road
Site Plans (24 x 36) frontage, correct scale, north arrow, present zoning classification,
And (11 x 17) topographic information to show elevation and drainage, location
20 and extent of required buffers and proposed
lot layout. Subject to the discretion of the Planning & Zoning
Director
Survey Plat (8 ½ x 11) 1 Subject Property, prepared and sealed within the last five years by
Or (11 x 17) a professional engineer, landscape architect or land surveyor
registered in the State of Georgia. Said survey plat shall: 1)
indicate the complete boundaries of the subject property and all
buildings and structures existing therein; 2) Include a notation as
to whether or not any portion of the subject property is within the
boundaries of the 100 year
floodplain; and 3) Include a notation as to the total acreage or
square footage of the subject property
Letter from the Henry 1 This letter must accompany the application at the time of
County Water and submittal.
Sewerage
Authority

Form from the Health 1 This letter must accompany the application at the time of
Department submittal (Only needed if property is not on sewer)
N/A

Form from the Henry 1 This letter must be available and accompany application at the
County School Board time of submittal (Only needed for residential rezoning
applications) N/A

MICHÈLE L. BATTLE, ESQ.
President

www.battlelawpc.com

July 1, 2021

VIA HAND-DELIVERY

Ms. Linda Logan, Senior Planner
City of Stockbridge Planning and Zoning Division
Municipal Court Building
4602 North Henry Boulevard
Stockbridge, GA. 30281

Re: Applicant - EastGroup Properties, L.P.
Property: Southwest Corner of Davidson Parkway and Walter Way. Tax Parcels #’s: 030-01009000 and
030-01009006

Dear Linda:

On behalf of our client, EastGroup Properties, L.P., we are hereby submitting to the City of Stockbridge the
following enclosed applications in connection with the proposed development of the Property referenced about for the
development of a business office park:

1. Rezoning Application from C-3 to M1,
2. Comprehensive Plan Amendment from Low-Density Vertical Mixed Use to Light Industrial, and
3. Request for Development of Regional Impact review.

The proposed development will provide for the following:

SITE DATA:

APPROX. GROSS AREA: 75.54 AC (GREEN AREA)
APPROX. NET AREA: 59.26 AC (RED OUTLINE)

PHASE I –
BUSINESS DISTRIBUTION: 433,950 SF
TOTAL PARKING: 438 PARKING SPACES

PHASE II -
BUSINESS DISTRIBUTION: 238,960 SF
TOTAL PARKING: 267 PARKING SPACES

Please feel free to contact me or my law clerk, Joshua Mahoney, if you should have any questions regarding the enclosed.

Sincerely,

Michèle L. Battle

One West Court Square, Suite 750, Decatur, GA 30030
Phone: 404.601.7616 • Fax: 404.745.0045 • mlb@battlelawpc.com
4640 North Henry Blvd
Stockbridge, GA 30281
Phone: (770) 389-7900
Facsimile: (770) 389-7912

Credit Card Payment Authorization Form

(Sign and complete this form authorizing the City of Stockbridge to make a debit to your credit card listed below).

By signing this form, you agree to give the City of Stockbridge permission to debit your account for the amount
indicated on or after the indicated date. Please complete the information below:

I, Cristin Branyon , authorize the City of Stockbridge to charge my credit
(full name)

card account indicated below for $300.00 on or after 7/ 1 /2021 .
(amount) (date)

This payment is for Comprehensive Plan Amendment
(description of goods and/or services rendered)

Credit Card Information

Account Type: □ Visa □ MasterCard □ Discover

Cardholder Name: Cristin Branyon

Account #: 4328410050308780

Expiration Date: 06/2022 CVV (3-digit Security Code): 780

Billing Address: 400 W Parkway Place Suite 100
City/State/Zip: Ridgeland/MS/39157 Phone: 601.360.1270
Email Address: cristin.branyon@eastgroup.net
Signature: Date: 7/1/2021

I authorize the above-named business to charge the credit card indicated in this authorization form according to the terms outlined
above. This payment authorization is for the good/services described above, for the amount indicated above only, and is valid for one
time use only. I certify that I am an authorized user of this credit card, and that I will not dispute the payment with my credit card
company if the transaction corresponds to the terms indicated in this form.
4640 North Henry Blvd
Stockbridge, GA 30281
Phone: (770) 389-7900
Facsimile: (770) 389-7912

Credit Card Payment Authorization Form

(Sign and complete this form authorizing the City of Stockbridge to make a debit to your credit card listed below).

By signing this form, you agree to give the City of Stockbridge permission to debit your account for the amount
indicated on or after the indicated date. Please complete the information below:

I, Cristin Branyon , authorize the City of Stockbridge to charge my credit
(full name)

card account indicated below for $500 on or after 7/ 1 /2021 .
(amount) (date)

This payment is for DRI without zoning action AND DRI with zoning action
(description of goods and/or services rendered)

Credit Card Information

Account Type: □ Visa □ MasterCard □ Discover

Cardholder Name: Cristin Branyon

Account #: 4328410050308780

Expiration Date: 06/2022 CVV (3-digit Security Code): 780

Billing Address: 400 W Parkway Place, Suite 100
City/State/Zip: Ridgeland/MS/39157 Phone: 601.360.1270
Email Address: cristin.branyon@eastgroup.net
Signature: Date: 07/01/2021

I authorize the above-named business to charge the credit card indicated in this authorization form according to the terms outlined
above. This payment authorization is for the good/services described above, for the amount indicated above only, and is valid for one
time use only. I certify that I am an authorized user of this credit card, and that I will not dispute the payment with my credit card
company if the transaction corresponds to the terms indicated in this form.
4640 North Henry Blvd
Stockbridge, GA 30281
Phone: (770) 389-7900
Facsimile: (770) 389-7912

Credit Card Payment Authorization Form

(Sign and complete this form authorizing the City of Stockbridge to make a debit to your credit card listed below).

By signing this form, you agree to give the City of Stockbridge permission to debit your account for the amount
indicated on or after the indicated date. Please complete the information below:

I, Cristin Branyon , authorize the City of Stockbridge to charge my credit
(full name)

card account indicated below for $5386.00 on or after 7/16 /2021 .
(amount) (date)

This payment is for Rezoning Application
(description of goods and/or services rendered)

Credit Card Information

Account Type: □ Visa □ MasterCard □ Discover

Cardholder Name: Cristin Branyon

Account #: 4328410050308780

Expiration Date: 06/2022 CVV (3-digit Security Code): 780

Billing Address: 400 W Parkway Place, Suite 100
City/State/Zip: Ridgeland/MS/39157 Phone: 601.360.1270
Email Address: cristin.branyon@eastgroup.net
Signature: Date: 7/1/2021

I authorize the above-named business to charge the credit card indicated in this authorization form according to the terms outlined
above. This payment authorization is for the good/services described above, for the amount indicated above only, and is valid for one
time use only. I certify that I am an authorized user of this credit card, and that I will not dispute the payment with my credit card
company if the transaction corresponds to the terms indicated in this form.
PREVIOUS REZONING REQUESTS IN THE AREA/INCLUDING SURROUNDING SUBDIVISIONS:

ATTENDANTS:
Signature (Owner/Agent)
Signature
Signature
Signature

PLEASE NOTE:
No application will be accepted unless all necessary documentation is
complete, and a pre-application meeting has been held (No exceptions).

The property will be POSTED with a City of Stockbridge Planning and Zoning Sign. The sign must remain
on the subject property for no less than fifteen days prior to either Planning Commission or City Council
meeting(s). The applicant or property owner shall not remove or alter the sign for any reason.

LETTER OF OWNERSHIP

March 30, 2021

Ms. Linda Logan, Senior Planner
City of Stockbridge Planning and Zoning Division
Municipal Court Building
4602 North Henry Boulevard
Stockbridge, GA 30281

Re: Rezoning Application - Southwest Corner of Davidson Parkway and Walter Way
Tax Parcel #s 030-01009000 and 030-01009006

I, Michael Kilgallon, as the Manager for Pacific Land, LLC, the general partner of GDCI GA 6, L.P. (the
“Owner”), the owner of Tax Parcels 030-01009000 and 030-01009006, am hereby authorizing EastGroup
Properties, LLC to act on our behalf for all aspects of rezoning of the above-referenced property in
conjunction with this application.

If you have may questions or need anything further, please do not hesitate to contact me.

Sincerely,

GDCI GA 6, L.P., a Georgia limited partnership
By: Pacific Land, LLC, Its General Partner

By:______________________________
Michael Kilgallon, Its Manager
MICHЀLE L. BATTLE, ESQ.
www.battlelawpc.com
President
mlb@battlelawpc.com

July 1, 2021

VIA HAND-DELIVERY

Ms. Linda Logan, Senior Planner
City of Stockbridge Planning and Zoning Division
Municipal Court Building
4602 North Henry Boulevard
Stockbridge, GA 30281

Re: Rezoning Application Letter of Intent - Southwest Corner of Davidson Parkway
and Walter Way Tax Parcel #s 030-01009000 and 030-01009006

Dear Linda,

I am representing EastGroup Properties, LP in connection with the requesting a land use amendment and
rezoning of the property located at the Southwest Corner of Davidson Parkway and Walter Way, being
Tax Parcel #s 030-01009000 and 030-01009006 for the development of a business park based upon the submitted
site plan. The Applicant is seeking a Land Use Amendment from Low-Density Vertical Mixed-Use to Light
Industrial and a rezoning from C-3 to M-1.

The proposed development will provide for the following:

SITE DATA:

APPROX. GROSS AREA: 75.54 AC
APPROX. NET AREA: 59.26 AC

PHASE I – BLDG 100-300
BUSINESS DISTRIBUTION: 469,700 SF
TOTAL PARKING: 463 PARKING SPACES

PHASE II – BLDG 400 & 500
BUSINESS DISTRIBUTION: 269,990 SF
TOTAL PARKING: 323 PARKING SPACES

Enclosed is some information regarding the proposed project, including prior projects developed by EastGroup
Properties, LP.

The proposed project will bring to the City of Stockbridge quality businesses that will bring with them
over 2,000 quality permanent jobs for the residents of Stockbridge, as well as other in the Metro Atlanta area.
This is in addition to the temporary construction jobs that the project will also generate. The economic boost that

One West Court Square, Suite 750, Decatur, Georgia 30030
Phone: 404.601.7616 • Fax: 404.745.0045
June 30, 2021
Page 2

this project will provide to the City of Stockbridge cannot be under emphasized as all the commercial business
along the Highway 138 corridor near the site will benefit from the proposed project and significant increase in
customers. This is extremely important as many businesses continue to recover from the COVID pandemic.
Additionally, the proposed project will generate potential new residents for the City of Stockbridge who may
choose to relocate to the City, which supports the current surge in residential development in the area.

Due to the size of the project, it is a Development of Regional Impact which requires it to go through the
review process with the Atlanta Regional Commission and the Georgia Regional Transportation Authority. This
process has already been commenced, and the Traffic Impact Study has been completed and is being submitted
with this Application. While the project will have an some impact on traffic in the area, the traffic impact must
be weighed against the positive economic impact the project will have on the City of Stockbridge.

Based upon the foregoing, the Applicant respectfully requests the approval of this Application. Please
note that the Applicant’s Notice of Constitutional Allegations and Preservation of Constitutional Rights is being
submitted with this Application and are attached hereto as Exhibit “A” and by this reference incorporated herein.

Sincerely,

Michèle L. Battle
June 30, 2021
Page 3

EXHIBIT “A”

NOTICE OF CONSTITUTIONAL ALLEGATIONS AND PRESERVATION OF CONTITUTIONAL
RIGHTS

The portions of the City of Stockbridge Zoning Ordinance, facially and as applied to the Subject Property, which
restrict or classify or may restrict or classify the Subject Property so as to prohibit its development as proposed
by the Applicant are or would be unconstitutional in that they would destroy the Applicant’s property rights
without first paying fair, adequate and just compensation for such rights, in violation of the Fifth Amendment and
Fourteenth Amendment of the Constitution of the United States and Article I, Section I, Paragraph I of the
Constitution of the State of Georgia of 1983, Article I, Section III, Paragraph I of the Constitution of the State of
Georgia of 1983, and would be in violation of the Commerce Clause, Article I, Section 8, Clause 3 of the
Constitution of the United States.

The application of the City of Stockbridge Zoning Ordinance to the Subject Property which restricts its use to any
classification other than that proposed by the Applicant is unconstitutional, illegal, null and void, constituting a
taking of Applicant’s Property in violation of the Just Compensation Clause of the Fifth Amendment to the
Constitution of the United States, Article I, Section I, Paragraph I, and Article I, Section III, Paragraph I of the
Constitution of the State of Georgia of 1983, and the Equal Protection and Due Process Clauses of the Fourteenth
Amendment to the Constitution of the United States denying the Applicant an economically viable use of its land
while not substantially advancing legitimate state interests.

A denial of this Application would constitute an arbitrary irrational abuse of discretion and unreasonable use of
the zoning power because they bear no substantial relationship to the public health, safety, morality or general
welfare of the public and substantially harm the Applicant in violation of the due process and equal protection
rights guaranteed by the Fifth Amendment and Fourteenth Amendment of the Constitution of the United States,
and Article I, Section I, Paragraph I and Article I, Section III, Paragraph 1 of the Constitution of the State of
Georgia.

A refusal by the City of Stockbridge City Council to amend the land use and/or rezone the Subject Property to
the classification as requested by the Applicant would be unconstitutional and discriminate in an arbitrary,
capricious and unreasonable manner between the Applicant and owners of similarly situated property in violation
of Article I, Section I, Paragraph II of the Constitution of the State of Georgia of 1983 and the Equal Protection
Clause of the Fourteenth Amendment to the Constitution of the United States. Any rezoning of the Property
subject to conditions which are different from the conditions requested by the Applicant, to the extent such
different conditions would have the effect of further restricting Applicant’s utilization of the property, would also
constitute an arbitrary, capricious and discriminatory act in zoning the Subject Property to an unconstitutional
classification and would likewise violate each of the provisions of the State and Federal Constitutions set forth
hereinabove.

A refusal to allow the land use amendment and/or rezoning in questions would be unjustified from a fact-based
standpoint and instead would result only from constituent opposition, which would be an unlawful delegation of
authority in violation of Article IX, Section II, Paragraph IV of the Georgia Constitution.
June 30, 2021
Page 4

A refusal to allow the land use amendment and/or rezoning in question would be invalid inasmuch as it would be
denied pursuant to an ordinance which is not in compliance with the Zoning Procedures Law, O.C.G.A Section
36-66/1 et seq., due to the manner in which the Ordinance as a whole and its map(s) have been adopted.

The existing land use designation and/or zoning classification on the Subject Property is unconstitutional as it
applies to the Subject Property. This notice is being given to comply with the provisions of O.C.G.A. Section
36-11-1 to afford the County an opportunity to revise the Property to a constitutional classification. If action is
not taken by the County to rectify this unconstitutional land use designation and/or zoning classification within a
reasonable time, the Applicant is hereby placing the County on notice that it may elect to file a claim in the
Superior Court of Fulton County demanding just and adequate compensation under Georgia law for the taking of
the Subject Property, diminution of value of the Subject Property, attorney’s fees and other damages arising out
of the unlawful deprivation of the Applicant’s property rights.
MICHÈLE L. BATTLE, ESQ.
President

www.battlelawpc.com

July 1, 2021

VIA HAND-DELIVERY

Ms. Linda Logan, Senior Planner
City of Stockbridge Planning and Zoning Division
Municipal Court Building
4602 North Henry Boulevard
Stockbridge, GA. 30281

Re: Comprehensive Plan Amendment Application – Southwest Corner of Davidson
Parkway and Walter Way. Tax Parcels #’s: 030-01009000 and 030-01009006

Dear Linda:

I am representing EastGroup Properties, LP in connection with the submission of a Rezoning Application
pertaining to property located at the Southwest corner of Davidson Parkway and Walter Way, being Tax Parcel #’s 030-
01009000 and 030-01009006 for the development of a business park based upon the submitted site plan. Simultaneously
with the submission of its rezoning request from C-3 to M1, the Applicant is hereby requesting a Comprehensive Plan
Amendment from Low-Density Vertical Mixed Use to Light Industrial.

The proposed development will provide for the following:

SITE DATA:

APPROX. GROSS AREA: 75.54 AC
APPROX. NET AREA: 59.26 AC

PHASE I – BLDG 100-300
BUSINESS DISTRIBUTION: 469,700 SF
TOTAL PARKING: 463 PARKING SPACES

PHASE II – BLDG 400 & 500
BUSINESS DISTRIBUTION: 269,990 SF
TOTAL PARKING: 323 PARKING

Sincerely,

Michèle L. Battle

One West Court Square, Suite 750, Decatur, GA 30030
Phone: 404.601.7616 • Fax: 404.745.0045 • mlb@battlelawpc.com
MICHÈLE L. BATTLE, ESQ.
President

www.battlelawpc.com

July 1, 2021

VIA HAND-DELIVERY

Ms. Linda Logan, Senior Planner
City of Stockbridge Planning and Zoning Division
Municipal Court Building
4602 North Henry Boulevard
Stockbridge, GA. 30281

Re: Development of Regional Impact Application – Southwest Corner of Davidson
Parkway and Walter Way. Tax Parcels #’s: 030-01009000 and 030-01009006

Dear Linda:

I am representing EastGroup Properties, LP in connection with its request of a Rezoning Application pertaining to
property located at the Southwest corner of Davidson Parkway and Walter Way, being Tax Parcel #’s 030-01009000 and
030-01009006 for the development of a busines park based upon the submitted site plan. Due to the size of the project, it
is a Development of Regional Impact, for which the DRI process has already been initiated by the City of Stockbridge and
is currently in process.

The proposed development will provide for the following:

SITE DATA:

APPROX. GROSS AREA: 75.54 AC
APPROX. NET AREA: 59.26 AC

PHASE I – BLDG 100-300
BUSINESS DISTRIBUTION: 469,700 SF
TOTAL PARKING: 463 PARKING SPACES

PHASE II – BLDG 400 & 500
BUSINESS DISTRIBUTION: 269,990 SF
TOTAL PARKING: 323 PARKING

Sincerely,

Michèle L. Battle

One West Court Square, Suite 750, Decatur, GA 30030
Phone: 404.601.7616 • Fax: 404.745.0045 • mlb@battlelawpc.com
CLAYTON COUNTY
HENRY COUNTY
SITE
LAND PLANNING
LOCATION MAP
N.T.S.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
FUTURE 60' R/W
DETE
NTI
5 ' PON ON
8 D
DAVIDSON PARKWAY

LAND LOT 57, 58, 39 AND 40

50 F
TRACT 2
158,334 SQ. FT.
DRI: XXXX
DG 30 S 80
3.63 ACRES
12TH DISTRICT
BL
5,8 ±7 ES
COMMERCE CENTER

11 E. = SP
AC
4' FF
HENRY COUNTY, GEORGIA
59 IN
RK
5 ' PA
2 AL
OT
DETE 1
2T
PO TION
14
ND
ENT
ION 8' WIDE NATURE
PROJECT:
DET ND TRAIL
PO
1 9 0
TRACT 3 DETENTION
59,625 SQ. FT.
1.37 ACRES
POND
79 REVISIONS:
68 TOTAL PARKS 0
8' WIDE NATURE TRAIL
40 F
DG S
BL 60 04
126 TOTAL PARKING SPACES 135' 5,1 8 ES
14 = ±
410' I AC
EI E SP
AS E I 4' FF G
BLDG 200 FUTURE 60' R/W PH AS 76 IN
RK
122,100 SF 185' PH PA
TRACT 6 AL
6,686 SQ. FT.
FFE = ±816 OT
1T
0.15 ACRES
660' BLDG 300 18
TRACT 1
225,500 SF 3,218,037 SQ. FT.
73.88 ACRES
FFE = ±818
200'
135' 550'
PROJECT INFORMATION
04/27/2021 W. REED W. REED

1"= 100'
BLDG 100 SITE DATA DEVELOPER
122,100 SF 185'
EXISTING ZONING USE: C-3 EASTGROUP PROPERTIES
PROPOSED ZONING USE: M-1 3495 PIEDMONT ROAD NE
121 TOTAL PARKING SPACES BUILDING 11, SUITE 350
FFE = ±816
TOTAL ACREAGE: 75.54
660' ATLANTA, GA 30305
SITE PLAN

(404) 301-2670
HENRY COUNTY, GA
RON.COFFEY@EASTGROUP.NET
LAND LOT 57, 58, 39 AND 40; 12TH DISTRICT
PARCEL #: 030-01009000 AND 030-01009006 ENGINEER
CITY OF STOCKBRIDGE SETBACKS: WESLEY REED, P.E.
148 TOTAL PARKING SPACES FRONT: 70 ft.
SIDE: 0 ft.
EBERLY & ASSOCIATES, INC.
2951 FLOWERS ROAD SOUTH
BACK: 20 ft. SUITE 119
ATLANTA, GEORGIA 30341
YEILD
PROJECT MANAGER:

(770) 452-7849
BUILDING COVER: 22.2% WREED@EBERLY.NET
IMPERVIOUS COVER: 49.0% TRAFFIC CONSULTANT
QA/QC CHECK:

OPEN SPACE: 51.0% NAVEED JAFFAR, P.E., PTOE
DRAWN BY:

DENSITY: 9,673 SF / ACRE NV5
1255 CANTON STREET
BUILDING DATA SUITE G SCALE: DATE:
ROSWELL, GA 30075
BUILDING 100: 122,100 SF
(678) 795-3649
BUILDING 200: 122,100 SF
BUILDING 300: 225,500 SF
BUILDING 400: 145,160 SF PROJECT NO.
BUILDING 500: 115,830 SF
GRAPHIC SCALE
TOTAL SQUARE FOOTAGE: 730,690 SF
100 0 50 100 200 400
21-054
PARKING DATA
PARKING REQUIRED: 1 SPACE PER 2,000 SF:
( IN FEET )
366 EMPLOYEE SPACES
1 INCH = 100 FT. SHEET NO.
PARKING PROVIDED:
616 EMPLOYEE SPACES
DRI
UTILITY DEMAND R
SEWER: 20,625 GDP www.Georgia811.com
WATER: 20,625 GDP
Know what's below.
Call before you dig.
NOT ISSUED FOR
CONSTRUCTION
CIVIL LAND
ALTA/NSPS LAND TITLE SURVEY FOR ENGINEERING
CONSTRUCTION
COA NO. PER 004790
LANDSCAPE
SURVEYING
COA NO. LSF 000995
EASTGROUP PROPERTIES, L.P., HWY 13
HW

MANAGEMENT
LAND
ARCHITECT
PLANNING
GDCI GA 6, L.P., &
23
(GA WEST ZONE) MT.
ON
ROA ION
GRID NORTH D 13
DS
Y VI KY
DA P
FIDELITY NATIONAL TITLE INSURANCE COMPANY
HW
I 675
OLD ATLANTA
ROAD
WALTER
LAND LOTS 39, 40, 57 & 58, 12TH DISTRICT
I 75
SITE WAY
CITY OF STOCKBRIDGE, HENRY COUNTY, GEORGIA FALCON DESIGN
FIDELITY NATIONAL TITLE INSURANCE COMPANY CONSULTANTS
FM
PP
27 31 SS COMMITMENT FOR TITLE INSURANCE
WALTER WAY SCHEDULE B - SECTION 2 - EXCEPTIONS
STOCKBRIDGE OFFICE
SEE SHEET 2

WILLOW SPRINGS 235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE GAS MARKER (80' R/W WIDTH) I7
5 LANE STOCKBRIDGE, GEORGIA 30281
FM Ph (770)389-8666 - Fax (770)389-8656
R/W INFORMATION TAKE
SS

CLERK OF THE SUPERIOR COURT
18" CMP AS SHOWN PER PB 41, PGS 67-72 Commitment No.: 201509GA VICINITY MAP NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C
18
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM
EFFECTIVE DATE: September 13, 2020 at 12:00 A.M. NOT TO SCALE NEWNAN, GEORGIA 30265
Ph. (770) 710-8908
CUMMING, GEORGIA 30040
Ph. (678) 807-7100
" CM
FM
P N41° 12' 28"W OH www.fdc-llc.com
E POB 13. Easements for utility lines, if any, lying within the abandoned road rights of way set forth in that certain Quitclaim
D D 80.59' PARCEL 1 Deed of Abandonment between The City of Stockbridge, a political subdivision of the State of Georgia and Triple
18" CMP 18" CMP Horseshoe Holdings, L.L.C., dated March X, 2002, recorded in Deed Book 4949, Page 235, Henry County, Georgia
LL LL POC & OVERALL L174 records. Said abandoned right-of-way is shown on plat recorded in Plat Book 51, Page 165, aforesaid records.
71 58 IPF 1/2 RB IPS IPS
L173 S
SURVEY NOTES
26
L=113.82,' S0° 14' 57"W BELLSOUTH EASEMENT
NO UTILITIES FOUND WITHIN THE ABANDONED RIGHT-OF-WAY.
EASTGROUP PROPERTIES, L.P.,

HENRY COUNTY CITY LIMITS R=490.00', 129.57' D.B. 6787 PG 50 1. THE FIELDWORK FOR THIS SURVEY WAS COMPLETED MAY 14, 2021 WITH LINEAR AND ANGULAR
OF STOCKBRIDGE APPROX. CD=N83° 22' 13"W, IPF 1/2 RB PP L172 14. Easement from C.B. Bridges to American Telephone and Telegraph Company of Georgia, dated March 5, 1941, MEASUREMENTS OBTAINED USING A SPECTRA PRECISION FOCUS 35 ROBOTIC TOTAL STATION
ZONED C2 APPROX. APPROX. recorded in Deed Book 33, Page 365, Henry County, Georgia records; as assigned by American Telephone and & CHAMPION TKO GPS UNIT.
L.L.L. ZONED C3 CL=113.56'
N89° 39' 41"W
IPF 2"
LAND LOTS 39,40,57 & 58, 12TH DISTRICT

L.L.L.
24" CMP
CLAYTON COUNTYIPF 2" OTP IPS
IPS S L.L.L. S Telegraph Company, a New York Corporation to Southern Bell Telephone and Telegraph Company, a New York
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN
OTP OH S Corporation, dated October 14, 1976, recorded in Deed Book 289, Page 187, aforesaid records.
48,329 FEET, AND AN ANGULAR ERROR OF 01" PER ANGLE. IT WAS A CLOSED LOOP TRAVERSE
S87° 26' 02"W
N/F N/F ADJUSTED USING COMPASS RULE METHOD.
DOCUMENT CONTAINS NO PLOTTABLE EASEMENTS.
220.72'
132.46' DHO STOCKBRIDGE LLC GDCI GA 6, L.P.
LL D.B. 14954 PG. 71 SS SS SS
D.B. 15718 PG. 100
ALTA/NSPS LAND TITLE SURVEY FOR

D 3. THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE
LL 15. Easement from C.B. Bridges to Georgia Power Company, dated May 15, 1947, recorded in Deed Book 38, Page
223.37'
72 57 TAX ID. 030-01009001 TAX ID. 030-01009005 WITHIN ONE FOOT IN 271,409 FEET USING THE BEARINGS AND DISTANCES SHOWN HEREON.
N28° 26' 22"E TRACT 4 PART OF TRACT 2
532, Henry County, Georgia records.
50.34' P.B. 36 PG. 135 P.B. 36 PG. 135 4. NO N.G.S. MONUMENT FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.
CURRENTLY ZONED C4 CURRENTLY ZONED C3 DOCUMENT CONTAINS NO PLOTTABLE EASEMENTS.
S89° 45' 03"E
GDCI GA 6, L.P. &

OH IPS
24" CMP
5. ALL PROPERTY CORNERS REFERENCED AS "IPS" INDICATE A ½" REBAR PLACED WITH CAP
16. Easement from C.B. Bridges to Georgia Power Company, dated August 12, 1948, recorded in Deed Book 40,
S STAMPED "FDC LSF000995" UNLESS OTHERWISE NOTED.
L170 SS SS
Page 383, Henry County, Georgia records.
60 S S S S
" CM S 6. FALCON DESIGN CONSULTANTS, L.L.C. AND/OR KEVIN M. BROWN DOES NOT GUARANTEE THAT
P SS 510.78' DOCUMENT CONTAINS NO PLOTTABLE EASEMENTS
APPROX. LOCATION SS ALL EASEMENTS AND SUB-SURFACE CONDITIONS WHICH MAY AFFECT THIS PROPERTY ARE
IPF 1/2 RB SS IPS
OF CENTERLINE OF CREEK S IPS S0° 18' 06"W SHOWN.
17. Easement from H. A. Frese to Georgia Power Company, dated October 25, 1961, recorded in Deed Book 69,
N62° 47' 57"W L171
CITY OF STOCKBRIDGE, HENRY COUNTY, GEORGIA

PARCEL 2 POB 42.17'
IPS Page 522, Henry County, Georgia records. 7. THIS SURVEY IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT
PARCEL 2 (NAD83 (2011)) FOR THE HORIZONTAL DATUM AND THE NORTH AMERICAN VERTICAL DATUM OF
PARCEL IPF 1/2 RB L184 L17
IPF
1 C8 DOCUMENT CONTAINS NO PLOTTABLE EASEMENTS. 1988 PER THE VIRTUAL REFERENCE SYSTEM CORRECTIONS PROVIDED BY eGPS SOLUTIONS.
PARCEL 3 SS /2 R
B IPS OH
6 S17° 04' 07"W
4 C9 L177
18. Easement from Jesse L. Duffey to Georgia Power Company, dated March 21, 1963, recorded in Deed Book 76, 8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES.
DAVIDSON PARKWAY L175 C10 64.82' Page 403, Henry County, Georgia records.
(VARIABLE R/W WIDTH) IPS
CLAYTON COUNTY

9. UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE. ADDITIONAL UTILITIES MAY EXIST
FIDELITY NATIONAL TITLE INSURANCE COMPANY

AS SHOWN PER PB 36, PGS 135-140
HENRY COUNTY

APPROX. LOCATION FLOOD DOCUMENT CONTAINS NO PLOTTABLE EASEMENTS. ABOVE OR BELOW GROUND. NO CERTIFICATION OR GUARANTEE IS MADE AS TO THE
N44°50'38"E PARCEL 2 N5 15 ACCURACY OR THOROUGHNESS OF THE UTILITIES OR STRUCTURES SHOWN HEREON. PER
FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.

L=56.94,' LIMITS AS PER FEMA MAP
19.15'
N53°44'43"W R=475.50', C1 S 59,625 SQ. FT. 3° 9.8 PP 19. Easement from E.L. Hanes to Georgia Power Company, dated April 12, 1963, recorded in Deed Book 76, Page GEORGIA LAW THE UNDERGROUND UTILITIES PROTECTION SERVICE MUST BE CALLED PRIOR
20.50'
2 1.37 ACRES 44 7' 404, Henry County, Georgia records. TO THE COMMENCEMENT OF ANY AND ALL EARTH DISTURBING ACTIVITIES.
CD=S47° 16' 03"E,
SS
CL=56.91'
N/F 3" APPROX. LOCATION
N44°50'38"E
C11 GDCI GA 6, L.P. W OF CENTERLINE OF CREEK DOCUMENT CONTAINS NO PLOTTABLE EASEMENTS.
10. THE PROPERTY SHOWN HEREON IS THE SAME PROPERTY AS THAT IN THE TITLE COMMITMENT.
3.16' PARCEL 1 D.B. 15718 PG. 100
TAX ID. 030-01009006 11. THERE ARE NOT ANY VISIBLE ENCROACHMENTS NOTICED ON PROPERTY.
POB 13 (AREA 1)
E 20. Limited Access set forth in that certain Limited Access Right of Way Deed from Jesse L. Duffy to Department of
MP PART OF TRACT 2 & 3
PARCEL 3 OH Transportation, dated August 18, 1981, recorded in Deed Book 460, Page 50, Henry County, Georgia records.
"C N P.B. 36 PG. 135 DAVIDSON PARKWAY SOUTH EXT.
44 175
12. THERE WAS NO CURRENT EARTH MOVING WORK OR CURRENT CONSTRUCTION VISIBLE ON
18 IPS CURRENTLY ZONED C3 IPS N/F
S SS ° .0 TRIPLE HORSESHOE HOLDINGS, LLC 1981 RIGHT OF WAY TAKE & LIMITED ACCESS AS SHOWN HEREON.
PROPERTY.
5 0' 2' 78 (R/W ABANDONED)
13. THE BOUNDARY LINES OF THE SUBJECT PROPERTY ARE CONTIGUOUS WITH THE BOUNDARY
DETAIL 3 8" IPS L1 PER DB 4949 PG 235
21. Sign Easement by and between James D. Windham and Franklin J. Noblin, Kenneth Northrop, David Nickle and LINES OF ALL ADJOINING STREETS, HIGHWAYS, RIGHTS-OF-WAYS AND EASEMENTS, PUBLIC OR
1" = 20' N46° 09' 48"E E 1/2 RB Jon Betts, dated as of December 19, 1986, recorded in Deed Book 779, Page 255, Henry County, Georgia records. PRIVATE, AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF
R/W S
163.99' PA PO L183 RECORD.
RC B
E L4 OH AFFECTS SUBJECT PROPERTY AS SHOWN.
14. THE PROPERTY HAS DIRECT ACCESS TO PUBLIC STREETS KNOWN AS DAVIDSON PARKWAY
PARCEL 4 IPS 22. Road and Utility Easement Agreement by GAMA Development, L.L.C., a Georgia Limited Liability Company in AND WALTER WAY.
6,686 SQ. FT. IPS
R/W L181 L179 favor of First Security Bank, National Association, a National Banking Association, not individually, but solely as
0.15 ACRES PARCEL 3 Owner Trustee under AutoNation Trust 1996-1, dated June 18, 1997, recorded in Deed Book 2605, Page 63, Henry
THIS PLAT WAS PREPARED FOR THE
LEGEND N/F L180 L182 N/F County, Georgia records.
GDCI GA 6, L.P. GDCI GA 6, L.P.
10-20-20
DB DEED BOOK D.B. 15718 PG. 100 D.B. 15718 PG. 100 OH AGREEMENT IS BLANKET IN NATURE & AFFECTS SUBJECT PROPERTY.
PART OF PARCEL 2 SEE CURRENTLY ZONED C3
EXCLUSIVE USE OF THE PERSON, PERSONS,

PB PLAT BOOK
PAGE P.B. 36 PG. 135 DETAIL 6278 SQ. FT.
5-17-21
PG 23. Drainage Easement Agreement and Detention Basin Construction Agreement by GAMA Development, L.L.C., a
LAND LOT
CURRENTLY ZONED C3 0.14 ACRES FLOOD NOTE
LL Georgia Limited Liability Company in favor of First Security Bank, National Association, a National Banking
OTP OPEN TOP PIPE
RB REBAR
N3° 30' 11"W Association, not individually, but solely as Owner Trustee under AutoNation Trust 1996-1, dated June 18, 1997,
STOCKBRIDGE STATION R/W AS SHOWN ON FLOOD INSURANCE RATE MAPS OF HENRY COUNTY, GEORGIA COMMUNITY
OR ENTITY NAMED IN THE CERTIFICATE
50.94' recorded in Deed Book 2605, Page 91, Henry County, Georgia records.
ADDRESSED CLIENT COMMENTS

IPF IRON PIN FOUND N/F PANEL NUMBER: 13151C0067D EFFECTIVE DATE OCTOBER 6, 2016, A PORTION OF THIS PROPERTY
PP
S89° 50' 23"E
IPS 1/2" REBAR W/C FDC 000995 HENRY COUNTY E IS LOCATED IN A SPECIAL FEMA FLOOD HAZARD AREA (ZONE A). THIS AREA IS SHOWN
AGREEMENT AFFECTS SUBJECT PROPERTY AS SHOWN HEREON.
CTP CRIMP TOP PIPE (R/W APPARENTLY ABANDONED / NOT IN USE) OH GRAPHICALLY PER AVAILABLE MAP INFORMATION.
REVISIONS

C&G CURB & GUTTER PER DB 1727 PG 341
HEREON. SAID CERTIFICATE DOES NOT
R/W RIGHT OF WAY NO ABANDONMENT RECORDS FOUND N/F 24. INTENTIONALLY DELETED Easement from Triple Horseshoe Holdings LLC to Georgia Power Company, dated
399.40'
FOR THIS PORTION GDIC GA 6 LP November 8, 2000, recorded in Deed Book 4102, Page 187, Henry County, Georgia records.
N/F NOW OR FORMERLY N/F
-E- OVERHEAD POWER LINE D.B. 15718 PG. 58 SIGNATURE BANK OF GA
sq ft SQUARE FOOT TAX ID. 030-01009003 D.B. 13180 PG. 129 EASEMENT IS OFFSITE & DOES NOT AFFECT SUBJECT PROPERTY.
P.B. 51 PG. 165 N/F
EXTEND TO ANY UNNAMED PERSON

REF REFERENCE P.B. 51, PG. 165
CURRENTLY ZONED C3 GDCI GA 6, L.P.
TBM TEMPORARY BENCHMARK TAX ID. 030-01009004 D.B. 15718 PG. 100
OH
25. General Easement from Triple Horseshoe Holdings, LLC to the City of Stockbridge, a political subdivision of the TABLE A - OPTIONAL ITEMS
POB POINT OF BEGINNING CURRENTLY ZONED C3 State of Georgia, dated May 30, 2001, recorded in Deed Book 4339, Page 39, Henry County, Georgia records.
POC POINT OF COMMENCEMENT TAX ID. 030-01009000
PART OF TRACT 2 1. PROPERTY CORNER MONUMENTS FOUND OR SET, AS SHOWN.
RCP REINFORCED CONCRETE PIPE
WITHOUT AN EXPRESS RECERTIFICATION
RECIEVED NEW TITLE

P.B. 36 PG. 135 EASEMENT AFFECTS SUBJECT PROPERTY AS SHOWN HEREON. 2. VACANT LANDS, NO ADDRESS PROVIDED.
DIP DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE PIPE CURRENTLY ZONED C3 3. FLOOD ZONE NOTED AND SHOWN GRAPHICALLY.
HDPE HIGH DENSITY POLYETHYLENE PIPE 26. INTENTIONALLY DELETED Easement from DRA Development, Inc. to BellSouth Telecommunications, Inc., a
Georgia Corporation, dated January 7, 2004, recorded in Deed Book 6787, Page 50, Henry County, Georgia 4. GROSS LAND AREA = 75.54 ACRES
CMP CORRUGATED METAL PIPE 13 (AREA 2)
BY THE SURVEYOR NAMING SAID PERSON.
PL PROPERTY LINE records. 8. VACANT LANDS. ADJOINING STREET DETAILS SHOWN.
N/F
CL CENTERLINE TRIPLE HORSESHOE HOLDINGS, LLC 11. OBSERVED EVIDENCE OF UTILITIES SHOWN.
ID IDENTIFICATION EASEMENT IS OFFSITE & DOES NOT AFFECT SUBJECT PROPERTY 13. ADJOINING OWNER NAMES SHOWN PER TAX RECORDS.
B.S.L. IPS (R/W ABANDONED)
BUILDING SETBACK LINE
BOC BACK OF CURB
PER DB 4949 PG 235 14. NO INTERSECTION SPECIFIED BY CLIENT.
27. Easements set forth in that certain Subdivision Right-of-Way Deed between DRA Development, Inc. and Henry
C CURVE LABEL 16. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING
HENRY COUNTY

County, a political subdivision of the State of Georgia, dated January 26, 2004, recorded in Deed Book 7298, Page
SEE SHEET 2

PARCEL 1
S89° 50' 23"E
CI CURB INLET 74, Henry County, Georgia records. CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED. 1.
DE DRAINAGE EASEMENT 3,218,037 SQ. FT.
EOP EDGE OF PAVEMENT
17. NO CHANGES IN STREET RIGHT OF WAY LINES OR RECENT STREET OR 4.
73.88 ACRES RIGHT-OF-WAY OF WALTER WAY IS SHOWN HEREON. SIDEWALK CONSTRUCTION WAS OBSERVED.
FH FIRE HYDRANT
241.26'
CLAYTON COUNTY

L LINE LABEL 18. EASEMENTS THAT ARE PLOTTABLE ARE SHOWN.
PKS PK NAIL SET
N/F 28. INTENTIONALLY DELETED Easements contained in that certain Subdivision Right-of-Way Deed from DRA
SSE SANITARY SEWER EASEMENT DHO STOCKBRIDGE LLC Development, Inc. to Henry County, a political subdivision of the State of Georgia, dated September 22, 2004,
UE UTILITY EASEMENT D.B. 14954 PG. 71 recorded in Deed Book 7536, Page 151, Henry County, Georgia records.
TAX ID. 030-01009002 SURVEYOR'S CERTIFICATION
CITY LIMITS OF STOCKBRIDGE

SWMF STORMWATER MANAGEMENT FACILITY
C/O SEWER CLEAN OUT P.B. 51 PG. 165 RIGHT-OF-WAY IS OFFSITE & DOES NOT AFFECT SUBJECT PROPERTY.
CURRENTLY ZONED C3 TO: EastGroup Properties, L.P., GDCI GA 6, L.P., DATE: 10-19-2020
IRON PIN FOUND 29. Notice of Execution of Development Agreement between the City of Stockbridge, Georgia and DRA Development, and FIDELITY NATIONAL TITLE INSURANCE COMPANY SCALE: 1"=100'
IRON PIN SET Inc., dated May 15, 2003, recorded in Deed Book 6002, Page 29, Henry County, Georgia records; as amended by
CALCULATED POINT THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
FILE NUMBER:296.001
that certain Notice of Execution of Amendment to Development Agreement between the City of Stockbridge,
POWER POLE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR DRAWN BY: JROBERTS
Georgia and DRA Development, Inc., dated April 12, 2004, recorded in Deed Book 7063, Page 261, aforesaid
FIRE HYDRANT IPS ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND
WATER VALVE records; as further amended by that certain Notice of Execution of Second Amendment to Development Agreement REVIEWED BY:
K. BROWN
R/W MONUMENT
between the City of Stockbridge, Georgia and DRA Development, Inc., dated April 11, 2005, recorded in Deed INCLUDES ITEMS 1, 2, 3, 4, 8, 11, 13, 14, 16, 17, 18, 19 OF TABLE A THEREOF.
W WATER METER
D JUNCTION BOX Book 8047, Page 243, aforesaid records; as further amended by that certain Notice of Execution of Third
THE FIELDWORK WAS COMPLETED ON MAY 14, 2021.
S SANITARY SEWER MANHOLE N88° 51' 04"E DGE Amendment to Development Agreement between City of Stockbridge, Georgia and Lillie's Lil' Lamb Daycare &
KBRI
STOC
DROP INLET 112.18' Learning Center, Inc., a Georgia Corporation, filed for record December 20, 2007, recorded in Deed Book 10638,
DATE OF PLAT OR MAP: OCTOBER 20, 2020 (REVISED MAY 17, 2021).
R/W MONUMENT R/W
CITY LIMITS OF S OF Page 309, aforesaid records; and as further amended by that certain Notice of Execution of Fourth Amendment to
R/W LIMIT
CITY
SINGLE WING CATCH BASIN Development Agreement between City of Stockbridge, Georgia and DRA Development, Inc., a Georgia
DOUBLE WING CATCH BASIN IPF 3/4 RB STOCKBRIDGE MONUMENT Corporation, dated April 12, 2010, recorded in Deed Book 11763, Page 147, aforesaid records.
250.16'
CURB INLET
IPS 5/17/2021 .
HEADWALL R/W N11° 50' 49"W AREA IS BLANKET IN NATURE & AFFECTS SUBJECT PROPERTY.
N6° 07' 37"W
FLARED END SECTION LL LL
57 R/W MONUMENT S72° 37' 08"E MONUMENT 388.82'
KEVIN M. BROWN DATE
G GAS METER 72 20 42.41' R/W REGISTERED LAND SURVEYOR #2960
30. All matters set forth on plat recorded in Plat Book 36, Pages 135 through 140, Henry County, Georgia records.
GAS VALVE
N/F L=304.58,' MONUMENT
ELECTRIC TRANSFORMER
T TELEPHONE PEDESTAL
JESSE L. DUFFY R=3819.72', DRAINAGE AREAS & SIGN EASEMENTS AFFECT SUBJECT PROPERTY AS SHOWN HEREON.
LIGHT POST (R/W ACQUIRED BY DOT) CD=N02° 04' 22"W,
PER DB 460 PG 50
ASPHALT CL=304.49' 31. All matters set forth on Subdivision Plat for Northbridge Crossing Phase 1-A recorded in Plat Book 40, Pages 60
and 61, Henry County, Georgia records.
CONCRETE
RIGHT-OF-WAY OF WALTER WAY IS SHOWN HEREON. SURVEYOR'S CERTIFICATION
5/17/21
INTERSTATE 675 32. INTENTIONALLY DELETED All matters set forth on Subdivision Plat for Northbridge Crossing Phase 1-B recorded THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
LIMITED ACCESS HIGHWAY in Plat Book 41, Pages 67 through 72, Henry County, Georgia records. SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY COA# LSF 000995
APPROX. (R/W SHOWN) BOUNDARIES. THE RECORDING INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
PHASE 1B IS OFFSITE AND DOES NOT AFFECT SUBJECT PROPERTY. INSTRUMENTS WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON.
L.L.L.
ACROSS THE REGISTRANT'S SEAL.
33. All matters set forth on plat recorded in Plat Book 51, Page 165, Henry County, Georgia records. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION,
AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR
OFFSITE AND DOES NOT AFFECT SUBJECT PROPERTY. SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND.
FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES
GRAPHIC SCALE WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET
FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR SHEET NUMBER
100 0 50 100 200 PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION
15-6-67.
( IN FEET )
1 inch = 100 ft.
KEVIN M. BROWN
REGISTERED LAND SURVEYOR #2960

5/17/2021
DATE
1 of 3
P:\Projects\296.001 Northbridge Crossing\SURVEY\dwg\Northbridge Crossing-ALTA-20.dwg, SHEET 1, pcochran, May 17, 2021 - 2:58:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
CITY LIMITS OF STOCKBRIDGE

(GA WEST ZONE) N/F LAND
24" CMP VERDE INVESTMENTS INC
GRID NORTH PLANNING
D.B. 14305 PG. 97 N/F
IPF TAX ID. 030-01009011 VERDE INVESTMENTS INC
T 1/2" RB CURRENTLY ZONED MI D.B. 14305 PG. 97
S89° 51' 37"W TAX ID. 030-01009011
131.56' APPROX. CURRENTLY ZONED MI
L.L.L.
APPROX. DIRECTION
OF 36" CMP APPROX. DIRECTION
C7 OF 54" CMP
SS
APPROX. LOCATION
OF WEIR
S SS FALCON DESIGN
S0° 03' 44"E
IPS
IPS CONSULTANTS
1362.78' 23
IPS X
SS
IPS SEDIMENT POND EASEMENT
CM L168 X
STOCKBRIDGE OFFICE
X DB. 2605 PG. 91-112
196
235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE 30"
L16
STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
CLERK OF THE SUPERIOR COURT
SS 7X
X NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
197 6 S NEWNAN, GEORGIA 30265
Ph. (770) 710-8908
CUMMING, GEORGIA 30040
Ph. (678) 807-7100
SEE SHEET 1

S S 48
L16 23 www.fdc-llc.com
344.95'
DETENTION POND X
198 EASEMENT DB. 2605 SS MP
27 31
L1 SS PG. 91-112 APPROX. LOCATION
65 IPS OF CENTERLINE OF CREEK
WALTER WAY
N88° 03' 16"W
P N/F
NORTHBRIDGE
(80' R/W WIDTH)
M 199 'S
SE BONNIE GANN
SS R/W INFORMATION TAKE
CROSSING
30
X SS 20 D.B. 1390 PG. 308
SUBDIVISION PHASE 1A 64
AS SHOWN PER PB 41, PGS 67-72 IPS 25 APPROX. LOCATION FLOOD TAX ID. 030-01003000
EASTGROUP PROPERTIES, L.P.,

NORTHBRIDGE
CROSSING
APPROX.
LOCATION
P.B. 40 PG. 60 FM
200 L1 LIMITS AS PER FEMA MAP
CURRENTLY ZONED RA
SUBDIVISION PHASE 1A 3-48" CMP OF 6" FORCE MAIN
P.B. 40 PG. 60 FM FM
63 IPS S EXISTING WALL
LAND LOTS 39,40,57 & 58, 12TH DISTRICT

MP L1 X
PER STORM WATER MANAGEMENT STUDY
36" C FM 201
FM FM FM FM FM FM
36" CMP IPS S BY MOORE BASS CONSULTING, INC
62
FM
18
202
S X
L1
FM
18" CMP FM "C L152
SS 24" CMP M FM 203 21 30
61
ALTA/NSPS LAND TITLE SURVEY FOR

P FM FM FM
IPF FM FM SIGN EASEMENT
L1 S FM
T FM
L153 1/2 FM
T FM
RB FM FM FM FM D.B. 779 PGS. 255-264 IPF
204
FM FM FM FM FM FM FM
60
S 2" OTP
SS L1
1 L154
205
IPS
L L15 SSS
9 IPS
L15
1 LL
GDCI GA 6, L.P., &

5 0 IPF
210 207 206
S LL 1/4" RB 1.34' EAST
216 215 214 213 212 211 IPF 1/2 RB
209 208 8
L15 SS IPS
58 39 OF PROP. LINE
L157 IPS
L149
1/2 RB S L156 S APPROX. 1/4" RB 2.12' EAST
L155 IPS IPS IPS OF PROP. LINE
SS 290.04' SS IPS 25 L.L.L. '
95 "W
S S S
IPS S0° 14' 57"W IPS
SAN. SEWER LIFT STATION
5. 58
32 22'
IPS FORCE MAIN EASEMENT LL LL
CITY OF STOCKBRIDGE, HENRY COUNTY, GEORGIA

SS SS D.B. 4339 PG. 39-46 P.B. 34 57 40 0°
172.39'
N4
PG. 70-71
R/W MONUMENT
N89° 58' 01"E
3 10'X10' BOX
CULVERT'S
FIDELITY NATIONAL TITLE INSURANCE COMPANY

S 21 30 2' W
SIGN EASEMENT 9.2 3"
FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.

39 32' 2
S S
D.B. 779 PGS. 255-264
N3
APPROX.

IPS APPROX. LOCATION
L.L.L.
OF CENTERLINE OF CREEK
1/4 RB 0.18 EAST
OF PROP. LINE
IPF 1/4 RB
ON LINE
R/W
MONUMENT
N/F
GDCI GA 6, L.P. 1' W
D.B. 15718 PG. 100 0.9 "
TAX ID. 030-01009000 21 30 30 5' 24
THIS PLAT WAS PREPARED FOR THE
PART OF TRACT 2 SIGN EASEMENT 7°
P.B. 36 PG. 135 D.B. 779 PGS. 255-264 N2 AY
75 HW
ADDRESSED CLIENT COMMENTS 10-20-20

CURRENTLY ZONED C3
TE HIG
TA S N)
EXCLUSIVE USE OF THE PERSON, PERSONS,
IPS RS ES W
1/4 RB 3.41 EAST TE CC O
OF PROP. LINE IN D A SH
1/4 RB 5.32 EAST ITE (R/
OR ENTITY NAMED IN THE CERTIFICATE
7' OF PROP. LINE LIM
SEE SHEET 1

1.2 5"W
30 6' 0
PARCEL 1 5
REVISIONS

N3
HEREON. SAID CERTIFICATE DOES NOT
3,218,037 SQ. FT.
73.88 ACRES
Curve Table
EXTEND TO ANY UNNAMED PERSON

IPF
1/4 RB
RECEIVED NEW TITLE 5-17-21

Curve # Arc Length Radius Chord Length
5' W
LEGEND 21 30 2.3 3"
20 56' 4
C7 146.33' 480.82' S81° 25' 16"E 145.77'
WITHOUT AN EXPRESS RECERTIFICATION
SIGN EASEMENT
D.B. 779 PGS. 255-264 4° C8 100.27' 175.00' S29° 41' 28"E 98.90'
N3
DB DEED BOOK
PB PLAT BOOK E
PAGE OH C9 50.93' 125.00' S14° 09' 46"W 50.58'
PG
BY THE SURVEYOR NAMING SAID PERSON.
LL LAND LOT 1/4 RB 0.18 EAST C10 48.16' 175.00' S5° 23' 36"E 48.01'
OTP OPEN TOP PIPE OF PROP. LINE R/W MONUMENT
RB REBAR C11 36.85' 25.00' N87° 04' 22"E 33.60'
IPF IRON PIN FOUND
IPS 1/2" REBAR W/C FDC 000995 C12 111.77' 475.50' S57° 25' 55"E 111.51'
CTP CRIMP TOP PIPE 1/4 RB 0.32 EAST
C&G CURB & GUTTER E OF PROP. LINE
OH
8' W
3.1
RIGHT OF WAY
R/W
E 54 5' 20
NOW OR FORMERLY
N/F
IDG
13 (AREA 2) 4
-E- OVERHEAD POWER LINE
7° Line Table Line Table
sq ft SQUARE FOOT N/F BR N2
REF REFERENCE TRIPLE HORSESHOE HOLDINGS, LLC
O CK Length
TBM TEMPORARY BENCHMARK (R/W ABANDONED) ST Line # Direction Length Line # Direction
POB POINT OF BEGINNING PER DB 4949 PG 235
21 30
OF
SIGN EASEMENT
ITS
POC POINT OF COMMENCEMENT OH L149 N89°56'16"E 93.85 L167 S70°02'12"E 56.41
TRIPLE REINFORCED
HORSESHOE HOLDINGS,
PIPELLC D.B. 779 PGS. 255-264 IM
YL
RCP CONCRETE
CIT
DIP DUCTILE IRON PIPE DATE: 10-19-2020
PVC POLYVINYL CHLORIDE PIPE L150 S25°59'50"W 57.73 L168 N16°03'14"E 85.31
SCALE: 1"=100'
HDPE HIGH DENSITY POLYETHYLENE PIPE
1/2 RB 1.31 EAST L170 N89°38'42"W 61.29
CMP CORRUGATED METAL PIPE
OF PROP. LINE
L151 S24°42'27"E 55.94 FILE NUMBER:296.001
PL PROPERTY LINE R/W MONUMENT DRAWN BY: JROBERTS
CL CENTERLINE
L152 S89°44'41"E 17.62 L171 S00°08'40"W 51.36
.74'
ID
289 ' 32"W
IDENTIFICATION OH REVIEWED BY:
K. BROWN
B.S.L. BUILDING SETBACK LINE
° 11 L153 S00°15'06"W 45.17 L172 N00°14'57"E 10.00
N19
BOC BACK OF CURB
C CURVE LABEL
CI CURB INLET L154 N89°51'59"W 85.15 L173 S89°45'03"E 90.00
DE DRAINAGE EASEMENT 1/2 RB 1.77 EAST
OF PROP. LINE IPF
EOP EDGE OF PAVEMENT L174 S00°14'57"W 118.56
0' W 1/4 RB
AY L155 S00°08'01"W 145.48
5.9
FH FIRE HYDRANT
L LINE LABEL 19 5' 23 75 IGH L156 S03°01'17"E 57.81 L175 S66°09'17"W 30.00
PKS PK NAIL SET 2
7° TE H )
SSE SANITARY SEWER EASEMENT 1/2 RB 1.32 EAST N2
UE UTILITY EASEMENT OF PROP. LINE TA SS WN L157 S10°17'19"E 82.15 L176 S25°50'03"W 31.91
SWMF STORMWATER MANAGEMENT FACILITY R/W MONUMENT RS CE O
C/O 04 ' TE AC SH L177 S02°29'28"W 46.00
19 4.
SEWER CLEAN OUT
IN D /W L158 S18°04'59"E 47.37
9"W
31' 3
R/W MONUMENT
N15 ° IT (R
IRON PIN FOUND
L159 S22°22'11"E 56.41 L178 N53°44'43"W 162.40
IRON PIN SET M
DGE LI
CALCULATED POINT
KBRI
POWER POLE STOC L160 S27°57'05"E 56.47 L179 N53°44'43"W 20.50
S OF
LIMIT
FIRE HYDRANT
CITYWATER VALVE L161 S33°49'14"E 47.93 L180 N44°50'38"E 3.16 5/17/21
WATER METER
D JUNCTION BOX
S SANITARY SEWER MANHOLE L162 S38°45'42"E 73.93 L181 N44°50'38"E 19.15 COA# LSF 000995
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
DROP INLET ORIGINAL SIGNATURE OF THE REGISTRANT
R/W MONUMENT L163 S47°06'22"E 58.28 L182 S00°09'37"W 95.68 ACROSS THE REGISTRANT'S SEAL.
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN L183 S89°50'23"E 131.23
CURB INLET L164 S52°04'14"E 56.53
HEADWALL
FLARED END SECTION L165 S58°36'35"E 65.30 L184 S64°09'57"E 88.82
G GAS METER
GAS VALVE
GRAPHIC SCALE L166 S64°26'07"E 55.18
ELECTRIC TRANSFORMER
T TELEPHONE PEDESTAL FLOOD NOTE SHEET NUMBER
LIGHT POST 100 0 50 100 200
AS SHOWN ON FLOOD INSURANCE RATE MAPS OF HENRY COUNTY, GEORGIA COMMUNITY
ASPHALT PANEL NUMBER: 13151C0067D EFFECTIVE DATE OCTOBER 6, 2016, A PORTION OF THIS PROPERTY
CONCRETE
( IN FEET )
1 inch = 100 ft.

IS LOCATED IN A SPECIAL FEMA FLOOD HAZARD AREA (ZONE A). THIS AREA IS SHOWN
GRAPHICALLY PER AVAILABLE MAP INFORMATION. 2 of 3
P:\Projects\296.001 Northbridge Crossing\SURVEY\dwg\Northbridge Crossing-ALTA-20.dwg, SHEET 2, pcochran, May 17, 2021 - 2:58:27pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING
RECORD DESCRIPTION
Parcel 1
All that tract or parcel of land lying and being in Land Lots 39, 40, 57 and 58 of the 12th District, City of FALCON DESIGN
Stockbridge, Henry County, Georgia, as shown as "Tract 1" on that certain ALTA/NSPS Land Title Survey for
GDCI GA 6, L.P., a Georgia Limited Partnership, RL REGI-GA DRAD LLC, a Georgia Limited Liability
CONSULTANTS
Company, and First American Title Insurance Company, Northbridge Crossing, Tracts 1-3, dated January 16,
2018, last revised February 20, 2018, prepared by Falcon Design Consultants, LLC, containing the seal of STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
THIS BLOCK RESERVED FOR THE Jonathan E. Douglas, Georgia Registered Land Surveyor No. 3212, and being more particularly described as STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
CLERK OF THE SUPERIOR COURT follows:
NEWNAN OFFICE CUMMING OFFICE
Commencing at a 1/2" rebar found on the Southerly right of way of Davidson Parkway (variable right of way) RECORD DESCRIPTION 40 GREENWAY CT., STE A
NEWNAN, GEORGIA 30265
500 PIRKLE FERRY RD., STE C
CUMMING, GEORGIA 30040
and the Westerly right of way of Walter Way (variable right of way); thence leaving said right of way of Davidson Ph. (770) 710-8908 Ph. (678) 807-7100
Parkway and following the right of way of Walter Way, South 00 degrees 14 minutes 57 seconds West a Parcel 3 www.fdc-llc.com
distance of 129.57 feet to a 1/2" rebar set, said rebar being the Point of Beginning; thence continue following
said right of way, South 00 degrees 14 minutes 57 seconds West a distance of 118.56 feet to a 1/2" rebar set;
All that tract or parcel of land lying and being in Land Lot 57 of the 12th District, City of Stockbridge, Henry
thence leaving said right of way, North 89 degrees 39 minutes 41 seconds West a distance of 220.72 feet to a
County, Georgia, as shown as "Tract 5" on that certain ALTA/NSPS Land Title Survey for GDCI GA 6, L.P., a
1/2" rebar set; thence North 89 degrees 38 minutes 42 seconds West a distance of 61.29 feet to a 1/2" rebar
Georgia Limited Partnership, RL REGI-GA DRAD LLC, a Georgia Limited Liability Company, and First
set; thence South 00 degrees 08 minutes 40 seconds West a distance of 51.36 feet to a 1/2" rebar set; thence
American Title Insurance Company, Northbridge Crossing, Tracts 1-3, dated January 16, 2018, last revised
South 00 degrees 18 minutes 06 seconds West a distance of 510.78 feet to a 1/2" rebar set; thence North 89
February 20, 2018, prepared by Falcon Design Consultants, LLC, containing the seal of Jonathan E. Douglas,
degrees 58 minutes 01 seconds East a distance of 172.39 feet to a 1/2" rebar set; thence South 00 degrees 14
EASTGROUP PROPERTIES, L.P.,

Georgia Registered Land Surveyor No. 3212, and being more particularly described as follows:
minutes 57 seconds West a distance of 290.04 feet to a 1/2" rebar set; thence North 89 degrees 56 minutes 16
seconds East a distance of 93.85 feet to a 1/2" rebar set on the Westerly right of way of Walter Way (variable
Commencing at a 1/2" rebar found on the Southerly right of way of Davidson Parkway (variable right of way)
right of way); thence continue following said right of way, South 25 degrees 59 minutes 50 seconds West a
and the Westerly right of way of Walter Way (variable right of way); thence leaving said right of way of Walter
SURVEY DESCRIPTION
LAND LOTS 39,40,57 & 58, 12TH DISTRICT

distance of 57.73 feet to a 1/2" rebar found; thence South 24 degrees 42 minutes 27 seconds East a distance
Way and following the right of way of Davidson Parkway, North 41 degrees 12 minutes 28 seconds West a
of 55.94 feet to a 1/2" rebar found; thence South 89 degrees 44 minutes 41 seconds East a distance of 17.62 ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOTS 39, 40, 57 & 58 OF THE 12TH
distance of 80.59 feet to a 1/2" rebar found; thence continue following said right of way, with a curve turning to
feet to a 1/2" rebar found; thence South 00 degrees 15 minutes 06 seconds West a distance of 45.17 feet to a DISTRICT, CITY OF STOCKBRIDGE, HENRY COUNTY, GEORGIA, AND DESCRIBED AS FOLLOWS:
the right with an arc length of 113.82 feet, with a radius of 490.00 feet, with a chord bearing of North 83
1/2" rebar found; thence leaving said right of way, North 89 degrees 51 minutes 59 seconds West a distance of
degrees 22 minutes 13 seconds West, with a chord length of 113.56 feet to a point; thence continue following
85.15 feet to a 1/2" rebar set; thence South 00 degrees 08 minutes 01 seconds West a distance of 145.48 feet BEGINNING SOUTH 00 DEGREES 14 MINUTES 57 SECONDS WEST, 129.57 FEET FROM A 1/2 INCH
ALTA/NSPS LAND TITLE SURVEY FOR

said right of way, South 87 degrees 26 minutes 02 seconds West a distance of 132.46 feet to a 1/2" rebar
to a 1/2" rebar set; thence South 03 degrees 01 minutes 17 seconds East a distance of 57.81 feet to a 1/2" REBAR ON THE SOUTHERLY RIGHT-OF-WAY LINE OF DAVIDSON PARKWAY (VARIABLE R/W WIDTH)
found; thence continue following said right of way, North 62 degrees 47 minutes 57 seconds West a distance of
rebar set; thence South 10 degrees 17 minutes 19 seconds East a distance of 82.15 feet to a 1/2" rebar set; AND THE WESTERLY RIGHT-OF-WAY LINE OF WALTER WAY (80' R/W WIDTH);
42.17 feet to a 1/2" rebar found; thence continue following said right of way, North 28 degrees 26 minutes 22
thence South 18 degrees 04 minutes 59 seconds East a distance of 47.37 feet to a 1/2" rebar set; thence THENCE, ALONG SAID RIGHT-OF-WAY LINE OF WALTER WAY, SOUTH 00 DEGREES 14 MINUTES 57
seconds East a distance of 50.34 feet to a 1/2" rebar found; thence leaving said right of way, South 66 degrees
South 22 degrees 22 minutes 11 seconds East a distance of 56.41 feet to a 1/2" rebar set; thence South 27 SECONDS WEST, 118.56 FEET TO A POINT;
09 minutes 17 seconds West a distance of 30.00 feet to a point; thence South 25 degrees 50 minutes 03
GDCI GA 6, L.P., &

degrees 57 minutes 05 seconds East a distance of 56.47 feet to a 1/2" rebar set; thence South 33 degrees 49 THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 39 MINUTES 41 SECONDS WEST,
seconds West a distance of 31.91 feet to a point; thence with a curve turning to the left with an arc length of
minutes 14 seconds East a distance of 47.93 feet to a 1/2" rebar set; thence South 38 degrees 45 minutes 42 220.72 FEET TO A POINT;
50.93 feet, with a radius of 125.00 feet, with a chord bearing of South 14 degrees 09 minutes 46 seconds West,
seconds East a distance of 73.93 feet to a 1/2" rebar set; thence South 47 degrees 06 minutes 22 seconds THENCE, NORTH 89 DEGREES 38 MINUTES 42 SECONDS WEST, 61.29 FEET TO A POINT;
with a chord length of 50.58 feet to a point; thence South 02 degrees 29 minutes 28 seconds West a distance
East a distance of 58.28 feet to a 1/2" rebar set; thence South 52 degrees 04 minutes 14 seconds East a THENCE, SOUTH 00 DEGREES 08 MINUTES 40 SECONDS WEST, 51.36 FEET TO A POINT;
of 46.00 feet to a point; thence with a curve turning to the left with an arc length of 48.16 feet, with a radius of
distance of 56.53 feet to a 1/2" rebar set; thence South 58 degrees 36 minutes 35 seconds East a distance of THENCE, SOUTH 00 DEGREES 18 MINUTES 06 SECONDS WEST, 510.78 FEET TO A POINT;
175.00 feet, with a chord bearing of South 05 degrees 23 minutes 36 seconds East, with a chord length of
65.30 feet to a 1/2" rebar set; thence South 64 degrees 26 minutes 07 seconds East a distance of 55.18 feet to THENCE, NORTH 89 DEGREES 58 MINUTES 01 SECONDS EAST, 172.39 FEET TO A POINT;
48.01 feet to a 1/2" rebar set; thence South 17 degrees 04 minutes 07 seconds West a distance of 64.82 feet
a 1/2" rebar set; thence South 70 degrees 02 minutes 12 seconds East a distance of 56.41 feet to a 1/2" rebar THENCE, SOUTH 00 DEGREES 14 MINUTES 57 SECONDS WEST, 290.04 FEET TO A POINT;
to a 1/2" rebar set; thence North 53 degrees 44 minutes 43 seconds West a distance of 159.87 feet to a 1/2"
set; thence North 16 degrees 03 minutes 14 seconds East a distance of 85.31 feet to a 1/2" rebar set on the THENCE, NORTH 89 DEGREES 56 MINUTES 16 SECONDS EAST, 93.85 FEET TO A POINT ON THE
CITY OF STOCKBRIDGE, HENRY COUNTY, GEORGIA

rebar set, said rebar being the Point of Beginning; thence North 89 degrees 50 minutes 23 seconds West a
Southwest right of way of Walter Way (variable right of way); thence continue following said right of way, with a WESTERLY RIGHT-OF-WAY LINE OF WALTER WAY;
distance of 131.23 feet to a 1/2" rebar set; thence North 00 degrees 09 minutes 37 seconds East a distance of
curve turning to the left with an arc length of 146.33 feet, with a radius of 480.82 feet, with a chord bearing of THENCE, ALONG SAID RIGHT-OF-WAY LINE, SOUTH 25 DEGREES 59 MINUTES 50 SECONDS WEST,
95.68 feet to a 1/2" rebar set; thence South 53 degrees 44 minutes 43 seconds East a distance of
South 81 degrees 25 minutes 16 seconds East, with a chord length of 145.77 feet to a 1/2" rebar found; thence 57.73 FEET TO A 1/2 INCH REBAR;
162.40 feet to a 1/2" rebar set; said rebar being the Point of Beginning.
leaving said right of way, South 89 degrees 51 minutes 37 seconds West a distance of 131.56 feet to a 1/2" THENCE, SOUTH 24 DEGREES 42 MINUTES 27 SECONDS EAST, 55.94 FEET TO A 1/2 INCH REBAR;
rebar set; thence South 00 degrees 03 minutes 44 seconds East a distance of 1362.78 feet to a 1/2" rebar set; THENCE, SOUTH 89 DEGREES 44 MINUTES 41 SECONDS EAST, 17.62 FEET TO A 1/2 INCH REBAR;
Containing 6,278 square feet or 0.14 Acres, more or less.
thence North 88 degrees 03 minutes 16 seconds West a distance of 344.95 feet to a 2" pipe found on the THENCE, SOUTH 00 DEGREES 15 MINUTES 06 SECONDS WEST, 45.17 FEET TO A 1/2 INCH REBAR;
THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 89 DEGREES 51 MINUTES 59 SECONDS WEST,
FIDELITY NATIONAL TITLE INSURANCE COMPANY

Eastern right of way of Interstate 75; thence continue following said right of way the following calls; thence
North 40 degrees 22 minutes 58 seconds West a distance of 325.95 feet to a concrete monument; thence 85.15 FEET TO A POINT;
FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.

North 33 degrees 32 minutes 23 seconds West a distance of 399.22 feet to a concrete monument; thence THENCE, SOUTH 00 DEGREES 08 MINUTES 01 SECONDS WEST, 145.48 FEET TO A POINT;
North 27 degrees 45 minutes 24 seconds West a distance of 300.91 feet to a 1/2" rebar set; thence North 30 THENCE, SOUTH 03 DEGREES 01 MINUTES 17 SECONDS EAST, 57.81 FEET TO A POINT;
degrees 56 minutes 05 seconds West a distance of 301.27 feet to a 1/4" rebar found; thence North 34 degrees THENCE, SOUTH 10 DEGREES 17 MINUTES 19 SECONDS EAST, 82.15 FEET TO A POINT;
56 minutes 43 seconds West a distance of 202.35 feet to a concrete monument; thence North 27 degrees 45 THENCE, SOUTH 18 DEGREES 04 MINUTES 59 SECONDS EAST, 47.37 FEET TO A POINT;
minutes 20 seconds West a distance of 543.18 feet to a concrete monument; thence North 19 degrees 11 THENCE, SOUTH 22 DEGREES 22 MINUTES 11 SECONDS EAST, 56.41 FEET TO A POINT;
minutes 32 seconds West a distance of 289.74 feet to a 1/4" rebar found; thence North 27 degrees 25 minutes THENCE, SOUTH 27 DEGREES 57 MINUTES 05 SECONDS EAST, 56.47 FEET TO A POINT;
23 seconds West a distance of 195.90 feet to a concrete monument; thence North 15 degrees 31 minutes 39 THENCE, SOUTH 33 DEGREES 49 MINUTES 14 SECONDS EAST, 47.93 FEET TO A POINT;
seconds West a distance of 194.04 feet to a concrete monument; thence North 11 degrees 50 minutes 49 THENCE, SOUTH 38 DEGREES 45 MINUTES 42 SECONDS EAST, 73.93 FEET TO A POINT;
seconds West a distance of 388.82 feet to a concrete monument; thence North 06 degrees 07 minutes 37 THENCE, SOUTH 47 DEGREES 06 MINUTES 22 SECONDS EAST, 58.28 FEET TO A POINT;
seconds West a distance of 250.16 feet to a concrete monument; thence South 72 degrees 37 minutes 08 THENCE, SOUTH 52 DEGREES 04 MINUTES 14 SECONDS EAST, 56.53 FEET TO A POINT;
seconds East a distance of 42.41 feet to a concrete monument; thence with a curve turning to the right with an THENCE, SOUTH 58 DEGREES 36 MINUTES 35 SECONDS EAST, 65.30 FEET TO A POINT;
arc length of 304.58 feet, with a radius of 3819.72 feet, with a chord bearing of North 02 degrees 04 minutes 22 THENCE, SOUTH 64 DEGREES 26 MINUTES 07 SECONDS EAST, 55.18 FEET TO A POINT;
seconds West, with a chord length of 304.49 feet to a 1/2" rebar set; thence leaving said right of way, North 88 THENCE, SOUTH 70 DEGREES 02 MINUTES 12 SECONDS EAST, 56.41 FEET TO A POINT;
degrees 51 minutes 04 seconds East a distance of 112.18 feet to a 1/2" rebar set; thence South 89 degrees 50 THENCE, NORTH 16 DEGREES 03 MINUTES 14 SECONDS EAST, 85.31 FEET TO A POINT ON THE
minutes 23 seconds East a distance of 241.26 feet to a 1/2" rebar set; thence South 89 degrees 50 minutes 23 SOUTHWESTERLY RIGHT-OF-WAY LINE OF WALTER WAY;
seconds East a distance of 399.40 feet to a 1/2" rebar set; thence South 44 degrees 50 minutes 38 seconds THENCE, ALONG SAID RIGHT-OF-WAY LINE, 146.33 FEET ALONG A CURVE TO THE LEFT (SAID
West a distance of 3.16 feet to a 1/2" rebar set; thence South 53 degrees 44 minutes 43 seconds East a CURVE HAVING A RADIUS OF 480.82 FEET AND A CHORD BEARING SOUTH 81 DEGREES 25 MINUTES
distance of 20.50 feet to a 1/2" rebar set; thence South 00 degrees 09 minutes 37 seconds West a distance of 16 SECONDS EAST, 145.77 FEET) TO A 1/2 INCH REBAR;
95.68 feet to a 1/2" rebar set; thence South 89 degrees 50 minutes 23 seconds East a distance of 131.23 feet THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 89 DEGREES 51 MINUTES 37 SECONDS WEST,
THIS PLAT WAS PREPARED FOR THE
to a 1/2" rebar set; thence South 53 degrees 44 minutes 43 seconds East a distance of 159.87 feet to a 1/2" 131.56 FEET TO A POINT;
10-20-20
rebar set; thence North 17 degrees 04 minutes 07 seconds East a distance of 64.82 feet to a 1/2" rebar set; THENCE, SOUTH 00 DEGREES 03 MINUTES 44 SECONDS EAST, 1,362.78 FEET TO A POINT;
thence with a curve turning to the left with an arc length of 100.27 feet, with a radius of 175.00 feet, with a THENCE, NORTH 88 DEGREES 03 MINUTES 16 SECONDS WEST, 344.95 FEET TO A 2 INCH OPEN TOP
chord bearing of South 29 degrees 41 minutes 28 seconds East, with a chord length of 98.90 feet to a 1/2" PIPE FOUND ON THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 75 (LIMITED ACCESS
EXCLUSIVE USE OF THE PERSON, PERSONS,

rebar set; thence South 89 degrees 45 minutes 03 seconds East a distance of 223.37 feet to a 1/2" rebar set; HIGHWAY)(VARIABLE R/W WIDTH);
thence North 00 degrees 14 minutes 57 seconds East a distance of 10.00 feet to a 1/2" rebar set; thence South THENCE, ALONG SAID RIGHT-OF-WAY LINE, NORTH 40 DEGREES 22 MINUTES 58 SECONDS WEST, 5-17-21
89 degrees 45 minutes 03 seconds East a distance of 90.00 feet to a 1/2" rebar set, said rebar being the Point 325.95 FEET TO A R/W MONUMENT;
of Beginning. THENCE, NORTH 33 DEGREES 32 MINUTES 23 SECONDS WEST, 399.22 FEET TO A R/W MONUMENT;
OR ENTITY NAMED IN THE CERTIFICATE

THENCE, NORTH 27 DEGREES 45 MINUTES 24 SECONDS WEST, 300.91 FEET TO A POINT;
RECORD DESCRIPTION
ADDRESSED CLIENT COMMENTS

Containing 3,218,037 square feet or 73.88 Acres, more or less. THENCE, NORTH 30 DEGREES 56 MINUTES 05 SECONDS WEST, 301.27 FEET TO A 1/4 INCH REBAR;
THENCE, NORTH 34 DEGREES 56 MINUTES 43 SECONDS WEST, 202.35 FEET TO A R/W MONUMENT;
Parcel 4 THENCE, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 675, NORTH 27 DEGREES 45
REVISIONS

MINUTES 20 SECONDS WEST, 543.18 FEET TO A R/W MONUMENT;
HEREON. SAID CERTIFICATE DOES NOT
All that tract or parcel of land lying and being in Land Lot 57 of the 12th District, City of Stockbridge, Henry THENCE, NORTH 19 DEGREES 11 MINUTES 32 SECONDS WEST, 289.74 FEET TO A 1/4 INCH REBAR;
County, Georgia, as shown as "Tract 6" on that certain ALTA/NSPS Land Title Survey for GDCI GA 6, L.P., a THENCE, NORTH 27 DEGREES 25 MINUTES 23 SECONDS WEST, 195.90 FEET TO A R/W MONUMENT;
Georgia Limited Partnership, RL REGI-GA DRAD LLC, a Georgia Limited Liability Company, and First THENCE, NORTH 15 DEGREES 31 MINUTES 39 SECONDS WEST, 194.04 FEET TO A R/W MONUMENT;
THENCE, NORTH 11 DEGREES 50 MINUTES 49 SECONDS WEST, 388.82 FEET TO A R/W MONUMENT;
EXTEND TO ANY UNNAMED PERSON

American Title Insurance Company, Northbridge Crossing, Tracts 1-3, dated January 16, 2018, last revised
February 20, 2018, prepared by Falcon Design Consultants, LLC, containing the seal of Jonathan E. Douglas, THENCE, NORTH 06 DEGREES 07 MINUTES 37 SECONDS WEST, 250.16 FEET TO A R/W MONUMENT;
RECORD DESCRIPTION Georgia Registered Land Surveyor No. 3212, and being more particularly described as follows: THENCE, SOUTH 72 DEGREES 37 MINUTES 08 SECONDS EAST, 42.41 FEET TO A R/W MONUMENT;
THENCE, 304.58 FEET ALONG A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 3,819.72
Parcel 2 Commencing at a 1/2" rebar found on the Southerly right of way of Davidson Parkway (variable right of way) FEET AND A CHORD BEARING NORTH 02 DEGREES 04 MINUTES 22 SECONDS WEST, 304.49 FEET)
WITHOUT AN EXPRESS RECERTIFICATION
RECEIVED NEW TITLE

and the Westerly right of way of Walter Way (variable right of way); thence leaving said right of way of Walter TO A POINT;
All that tract or parcel of land lying and being in Land Lot 57 of the 12th District, City of Stockbridge, Henry Way and following the right of way of Davidson Parkway, North 41 degrees 12 minutes 28 seconds West a THENCE, LEAVING SAID RIGHT-OF-WAY LINE, NORTH 88 DEGREES 51 MINUTES 04 SECONDS EAST,
County, Georgia, as shown as "Tract 3" on that certain ALTA/NSPS Land Title Survey for GDCI GA 6, L.P., a distance of 80.59 feet to a 1/2" rebar found; thence continue following said right of way, with a curve turning to 112.18 FEET TO A POINT;
Georgia Limited Partnership, RL REGI-GA DRAD LLC, a Georgia Limited Liability Company, and First the right with an arc length of 113.82 feet, with a radius of 490.00 feet, with a chord bearing of North 83 THENCE, SOUTH 89 DEGREES 50 MINUTES 23 SECONDS EAST, 241.26 FEET TO A POINT;
BY THE SURVEYOR NAMING SAID PERSON.
American Title Insurance Company, Northbridge Crossing, Tracts 1-3, dated January 16, 2018, last revised degrees 22 minutes 13 seconds West, with a chord length of 113.56 feet to a point; thence continue following THENCE, SOUTH 89 DEGREES 50 MINUTES 23 SECONDS EAST, 399.40 FEET TO A POINT;
February 20, 2018, prepared by Falcon Design Consultants, LLC, containing the seal of Jonathan E. Douglas, said right of way, South 87 degrees 26 minutes 02 seconds West a distance of 132.46 feet to a 1/2" rebar THENCE, NORTH 44 DEGREES 50 MINUTES 38 SECONDS EAST, 19.15 FEET TO A POINT;
Georgia Registered Land Surveyor No. 3212, and being more particularly described as follows: found; thence continue following said right of way, North 62 degrees 47 minutes 57 seconds West a distance of THENCE, NORTH 03 DEGREES 30 MINUTES 11 SECONDS WEST, 50.94 FEET TO A POINT;
42.17 feet to a 1/2" rebar found; thence continue following said right of way, North 28 degrees 26 minutes 22 THENCE, NORTH 46 DEGREES 09 MINUTES 48 SECONDS EAST, 163.99 FEET TO A POINT ON THE
Commencing at a 1/2" rebar found on the Southerly right of way of Davidson Parkway (variable right of way) seconds East a distance of 50.34 feet to a 1/2" rebar found; thence leaving said right of way, South 66 degrees SOUTHWESTERLY RIGHT-OF-WAY LINE OF DAVIDSON PARKWAY (VARIABLE R/W WIDTH);
and the Westerly right of way of Walter Way (variable right of way); thence leaving said right of way of Walter 09 minutes 17 seconds West a distance of 30.00 feet to a point; thence South 25 degrees 50 minutes 03 THENCE, ALONG SAID RIGHT-OF-WAY LINE, 56.94 FEET ALONG A CURVE TO THE LEFT (SAID CURVE
Way and following the right of way of Davidson Parkway, North 41 degrees 12 minutes 28 seconds West a seconds West a distance of 31.91 feet to a point; thence with a curve turning to the left with an arc length of HAVING A RADIUS OF 475.50 FEET AND A CHORD BEARING SOUTH 47 DEGREES 16 MINUTES 03 1.
SECONDS EAST, 56.91 FEET) TO A POINT;
distance of 80.59 feet to a 1/2" rebar found; thence continue following said right of way, with a curve turning to 50.93 feet, with a radius of 125.00 feet, with a chord bearing of South 14 degrees 09 minutes 46 seconds West, 4.
the right with an arc length of 113.82 feet, with a radius of 490.00 feet, with a chord bearing of North 83 with a chord length of 50.58 feet to a point; thence South 02 degrees 29 minutes 28 seconds West a distance THENCE, 111.77 FEET ALONG A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 475.50
degrees 22 minutes 13 seconds West, with a chord length of 113.56 feet to a point; thence continue following of 46.00 feet to a point; thence with a curve turning to the left with an arc length of 48.16 feet, with a radius of FEET AND A CHORD BEARING SOUTH 57 DEGREES 25 MINUTES 55 SECONDS EAST, 111.51 FEET) TO
said right of way, South 87 degrees 26 minutes 02 seconds West a distance of 132.46 feet to a 1/2" rebar 175.00 feet, with a chord bearing of South 05 degrees 23 minutes 36 seconds East, with a chord length of A POINT;
found; thence continue following said right of way, North 62 degrees 47 minutes 57 seconds West a distance of 48.01 feet to a 1/2" rebar set; thence South 17 degrees 04 minutes 07 seconds West a distance of 64.82 feet THENCE, SOUTH 64 DEGREES 09 MINUTES 57 SECONDS EAST, 88.82 FEET TO A 1/2 INCH REBAR;
42.17 feet to a 1/2" rebar found; thence continue following said right of way, North 28 degrees 26 minutes 22 to a 1/2" rebar set; thence North 53 degrees 44 minutes 43 seconds West a distance of 159.87 feet to a 1/2" THENCE, LEAVING SAID RIGHT-OF-WAY LINE, SOUTH 66 DEGREES 09 MINUTES 17 SECONDS WEST,
seconds East a distance of 50.34 feet to a 1/2" rebar found, said rebar being the Point of Beginning; thence rebar set; thence North 53 degrees 44 minutes 43 seconds West a distance of 162.40 feet to a 1/2" rebar set; 30.00 FEET TO A POINT;
leaving said right of way, South 66 degrees 09 minutes 17 seconds West a distance of 30.00 feet to a point; thence North 53 degrees 44 minutes 43 seconds West a distance of 20.50 feet to a 1/2" rebar set; thence North THENCE, SOUTH 25 DEGREES 50 MINUTES 03 SECONDS WEST, 31.91 FEET TO A POINT;
thence South 25 degrees 50 minutes 03 seconds West a distance of 31.91 feet to a point; thence with a curve 44 degrees 50 minutes 38 seconds East a distance of 3.16 feet to a point; thence North 44 degrees 50 minutes THENCE, 50.93 FEET ALONG A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 125.00 FEET DATE: 10-19-2020
turning to the left with an arc length of 50.93 feet, with a radius of 125.00 feet, with a chord bearing of South 14 38 seconds East a distance of 19.15 feet to a 1/2" rebar set, said rebar being the Point of Beginning; thence AND A CHORD BEARING SOUTH 14 DEGREES 09 MINUTES 46 SECONDS WEST, 50.58 FEET) TO A
SCALE: 1"=100'
degrees 09 minutes 46 seconds West, with a chord length of 50.58 feet to a point; thence South 02 degrees 29 North 03 degrees 30 minutes 11 seconds West a distance of 50.94 to a 1/2" rebar set; thence North 46 POINT;
minutes 28 seconds West a distance of 46.00 feet to a point; thence with a curve turning to the left with an arc degrees 09 minutes 48 seconds East a distance of 163.99 feet to a 1/2" rebar set on the Southwesterly right of THENCE, SOUTH 02 DEGREES 29 MINUTES 28 SECONDS WEST, 46.00 FEET TO A POINT; FILE NUMBER:296.001
length of 48.16 feet, with a radius of 175.00 feet, with a chord bearing of South 05 degrees 23 minutes 36 way of Davidson Parkway; thence continue following said right of way, with a curve turning to the left with an THENCE, 48.16 FEET ALONG A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 175.00 FEET
DRAWN BY: JROBERTS
seconds East, with a chord length of 48.01 feet to a 1/2" rebar set; thence South 17 degrees 04 minutes 07 arc length of 56.94 feet, with a radius of 475.50 feet, with a chord bearing of South 47 degrees 16 minutes 03 AND A CHORD BEARING SOUTH 05 DEGREES 23 MINUTES 36 SECONDS EAST, 48.01 FEET) TO A
seconds West a distance of 64.82 feet to a 1/2" rebar set; thence North 53 degrees 44 minutes 43 seconds seconds East, with a chord length of 56.91 feet to a point; thence leaving said right of way, with a compound POINT; REVIEWED BY:
K. BROWN
West a distance of 159.87 feet to a 1/2" rebar set; thence North 53 degrees 44 minutes 43 seconds West a curve turning to the left with an arc length of 36.85 feet, with a radius of 25.00 feet, with a chord bearing of THENCE, 100.27 FEET ALONG A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 175.00
distance of 162.40 feet to a 1/2" rebar set; thence North 53 degrees 44 minutes 43 seconds West a distance of South 87 degrees 04 minutes 22 seconds West, with a chord length of 33.60 feet to a point; thence South 44 FEET AND A CHORD BEARING SOUTH 29 DEGREES 41 MINUTES 28 SECONDS EAST, 98.90 FEET) TO
20.50 feet to a 1/2" rebar set; thence North 44 degrees 50 minutes 38 seconds East a distance of 3.16 feet to a degrees 50 minutes 38 seconds West a distance of 175.02 feet to a 1/2" rebar set, said rebar being the Point A POINT;
point; thence North 44 degrees 50 minutes 38 seconds East a distance of 19.15 feet to a 1/2" rebar set; thence of Beginning. THENCE, SOUTH 89 DEGREES 45 MINUTES 03 SECONDS EAST, 223.37 FEET TO A POINT;
North 44 degrees 50 minutes 38 seconds East a distance of 175.02 feet to a point; thence with a curve turning THENCE, NORTH 00 DEGREES 14 MINUTES 57 SECONDS EAST, 10.00 FEET TO A POINT;
to the right with an arc length of 36.85 feet, with a radius of 25.00 feet, with a chord bearing of North 87 Containing 6,686 square feet or 0.15 Acres, more or less. THENCE, SOUTH 89 DEGREES 45 MINUTES 03 SECONDS EAST, 90.00 FEET TO THE POINT OF
degrees 04 minutes 22 seconds East, with a chord length of 33.60 feet to a point on the Southerly right of way BEGINNING.
of Davidson Parkway; thence continue following said right of way, with a reverse curve turning to the left with
an arc length of 111.77 feet, with a radius of 475.50 feet, with a chord bearing of South 57 degrees 25 minutes SAID TRACT OR PARCEL CONTAINING 75.54 ACRES (3,290,625 SQUARE FEET).
55 seconds East, with a chord length of 111.51 feet to a point; thence continue following said right of way,
South 64 degrees 09 minutes 57 seconds East a distance of 88.82 feet to a 1/2" rebar found, said rebar being
the Point of Beginning.
Containing 59,625 square feet or 1.37 Acres, more or less.
5/17/21
COA# LSF 000995
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
SHEET NUMBER
3 of 3
P:\Projects\296.001 Northbridge Crossing\SURVEY\dwg\Northbridge Crossing-ALTA-20.dwg, SHEET 3, pcochran, May 17, 2021 - 2:58:31pm
STOCKBRIDGE
DEVELOPMENT
BUILDING DESIGN
AND USE
• Office and warehouse business park
• The average tenant size in our national portfolio is 30,000 SF
• Office areas will range from 10% to 80% of the space
• All buildings are built spec so we won’t know the exact use until
completion
• Buildings are designed with multiple entries for flexibility, allowing
us to target smaller tenants
• The front elevations are single story, high quality office buildings
with service courts in the rear
• These elevations will have glass across the front for the office and
showroom areas
• Service courts are screened
• Lowest traffic generation compared to other uses
COMMUNITY
IMPACT
• EastGroup is a long-term owner and will not sell the buildings
• The business park will feature quality architectural design with
uniform signage and enhanced landscaping
• Our business parks support the local economy and labor force
by sustaining approximately 2000 jobs through construction,
operation and maintenance
• Companies that typically serve the local metropolitan see
growth
• Spaces will include office areas/showroom along the front of
the buildings
• Traffic to the park is not all at peak hours which minimizes local
congestion
• Our business parks attract tenants in a variety of industries
such as E-commerce, Retail, Telecommunications and
Pharmaceutical fullfillment centers with high paying jobs
• The leasing of our facilities to these types of corporations will
bring in significant economic development, tax revenue and job
creation
• EastGroup will work closely with the local Economic
Development Corporation to bring job opportunities to the local
community
• Typically our business parks create 2000 - 5000 new jobs for
the area
• Impact fees from this project would help fund transportation
created by new development, according to the philosophy that
growth should pay its own way
• Annual property taxes would help fund local schools, roadways,
emergency services, libraries and other local needs
TENANT SNAPSHOT
FLORIDA AND NORTH CAROLINA
Retail
• Tesla
• Best Buy
• Coca-Cola
• Nike
• Wayfair
• Fanatics

Pharmaceutical / Medical
• Prime Therapeutics
• Walgreens
• Aetna Specialty Pharmacy
• CarePlus Health Plans Food Service Technical Services
• Premier Beverage • Level 3
• The ICEE Company • Peak 10
• Madrona Foods • AT&T Services
• Heritage Food • Evolve Media Group
• Propac • Toshiba
• Masipack • UDT

Tradeshow
Home Builders
• Freeman Expositions
• The Home Depot
• Artistic Entertainment Services
• Lowe’s
• Skyline Displays
• Toll Brothers
• Hollywood Rentals
• The Ryland Group
• PSAV
• AVmedia
Aviation Related
• Lockheed Martin
Entertainment
• Comtech
• Universal Studios
• USPS
• Oceaneering International
• FedEx
• Dynamic Attractions
• UPS
• Norwegian Cruise Line
CHARLOTTE, NC
• 11 Industrial/Business Distribution
buildings
• 1,200,000 square feet of space at
completion
• 108 acres of land area
• Unparalleled Interstate access
• Business distribution/state-of-the-art
design features
• Consistent architectural theme
throughout the Park
• Inviting landscaping/business park
environment
• Central location
• Owned, developed and managed by
EastGroup Properties (NYSE: EGP)
• On-site leasing and property
management CHARLOTTE, NC
ORLANDO, FL
ORLANDO, FL

• 12 Industrial/Business Distribution • Business distribution/state-of-the-
buildings art design features
• 1,440,000 square feet of space • Consistent architectural theme
• 130 acres of land area throughout the Park
• 3 Retail out-parcels • Heavy landscaping/business park
environment
• Situated within close proximity to
Orlando Central Park • Central location
• Multiple sites for speculative and • Owned, developed and managed by
build-to-suit development EastGroup Properties (NYSE: EGP)
PRIME THERAPEUTICS
BUILDING DESIGN
• 80% Pharmacy / Support Center
• Service area car parking
• Additional glass
STOCKBRIDGE SITE
CREATION OF A
LINEAR PATH ALONG
THE STREAM FACING
THE RESIDENTIAL
LAND

TREES WILL SCREEN
THE BUILDINGS
AND SERVICE
AREAS FROM THE
RESIDENTIAL LAND

CONTRIBUTION
OF 1 ACRE FOR A
COMMUNITY PARK

BUSINESS PARK
DESIGN
Vision, Spine,
Neurosurgery and Pain
Clinics
.3 miles

Manheim Auto
Auction Car
Distribution
Facility
DEVELOPER QUALIFICATIONS
• Publicly traded REIT (NYSE: EGP) • In-house construction division to move
• One of the largest, most reliable and quickly and economically
most innovative real estate investment • The 2019 winner of The Outstanding
trusts in America for the past 50 years Building of the Year award in the
• Long-term owner focused on quality Industrial Office Building category at
development the BOMA International TOBY Awards
for Horizon Commerce Park in Orlando
• Nationwide portfolio consisting of
46 million square feet of industrial • Provide long-term commitment to
property – 12 million square feet clients and properties and have a
in Florida, 3 million square feet in reputation for excellence in service
Charlotte and 1 million square feet in • Develop projects with exceptional
Atlanta quality and innovation of design built
• Portfolio occupancy of 97.1% at 2019 to Tenant’s specifications using quality
year-end materials and superior construction
techniques
• Developed 6.5 million square feet in
Florida, Georgia and Carolinas to-date • Utilize construction materials and
techniques that are energy efficient and
• Began construction on 18 projects
built with sustainability in mind
nationwide (2.7 million square feet) in
2019 – total investment of $260 million • Create premier business park/campus
settings using native landscaping
EastGroup Properties, Inc. is a self-administered equity real estate investment trust focused on
the development, acquisition and operation of industrial properties in major Sunbelt markets
throughout the United States with an emphasis in the states of Florida, Texas, Arizona, California
and North Carolina. The Company’s goal is to maximize shareholder value by being a leading
provider in its markets of functional, flexible and quality business distribution space for location
sensitive customers (primarily in the 15,000 to 70,000 square foot range). The Company’s strategy
for growth is based on ownership of premier distribution facilities generally clustered near major
transportation features in supply-constrained submarkets. EastGroup’s portfolio currently includes
46 million square feet EastGroup’s common shares are traded on the New York Stock Exchange
under the symbol “EGP”. The Company’s shares are included in the S&P MidCap 400 Index.
EASTGROUP PROPERTIES
3495 PIEDMONT ROAD NE
BUILDING 11, SUITE 350
ATLANTA, GA 30305
404-301-2670
EASTGROUP PROPERTIES
Tenant Snapshot
Florida and North Carolina

Retail
• Tesla
• Best Buy
• Coca-Cola
• Nike
• Wayfair
• Fanatics

Pharmaceutical / Medical
• Walgreens
• DaVita Rx
• CCRX
• Aetna Specialty Pharmacy
• CarePlus Health Plans
Food Service Technical Services
• Premier Beverage • Level 3
• The ICEE Company • Peak 10
• Madrona Foods • AT&T Services
• Heritage Food • Evolve Media Group
• Propac • Toshiba
• Masipack • UDT

Tradeshow Home Builders
• Freeman Expositions • The Home Depot
• Artistic Entertainment Services • Lowe's
• Skyline Displays • Toll Brothers
• Hollywood Rentals • The Ryland Group
• PSAV
• AVmedia
Aviation Related
• Lockheed Martin
Entertainment • Comtech
• Universal Studios
• USPS
• Oceaneering International
• FedEx
• Dynamic Attractions
• UPS
• Norwegian Cruise Line
APPENDIX C
TRIP
GENERATION

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
Trip Generation Summary - 2021043.00 - Davidson Parkway Commerce Center DRI - Full Build (Stockbridge, GA)
(730,700 SF - Equation)

Warehouse Distribution Center (150 LUC) Project Trips
Total Inbound Outbound
Personal Vehicles Daily 798 399 399
AM Peak Hour 98 79 19
PM Peak Hour 94 20 74
Trucks Daily 402 201 201
AM Peak Hour 15 8 7
PM Peak Hour 22 11 11
Total Trips Generated Daily 1,200 600 600
AM Peak Hour 113 87 26
PM Peak Hour 116 31 85
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:39 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:40 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:40 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:41 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:41 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:42 AM
DEVELOPMENTS OF REGIONAL IMPACT (DRI)
TRAFFIC IMPACT STUDY FOR

DAVIDSON PARKWAY
COMMERCE CENTER

DATE:
June 18, 2021

DRI NAME & NUMBER:
Davidson Parkway Commerce Center – DRI #3309

LOCATION:
Davidson Parkway & Walter Way
Stockbridge, Henry County, Georgia

PREPARED FOR:
Eastgroup Properties

PREPARED BY:
NV5 Engineers and Consultants, Inc.
1255 Canton Street, Suite G
Roswell, GA 30075

nv5.com

Executive Summary

A new 730,690 square foot warehouse/distribution center comprised of five (5) buildings is
planned for construction east of I-675, west of N. Henry Boulevard and south of Lake Spivey
Parkway in Stockbridge, Henry County, Georgia. The new development will have a total of
one (1) driveway on the southside of Davidson Parkway located approximately 600 feet west
of Walter Way. The project will be developed in a single phase by 2024.

The traffic impact study is required as part of the Developments of Region Impact (DRI)
process that was triggered by the proposed rezoning of the subject property. The existing
property is currently zoned as a Highway Commercial District (C-3). The property is proposed
to be rezoned as Light Manufacturing (M-1).

When completed, the development is expected to generate a total of 1,200 daily trips.
During the AM peak hour, the site is expected to generate 113 trips (87 entering and 26
exiting). During the PM peak hour, the site is expected to generate 116 trips (31 entering
and 85 exiting).

The development is expected to contribute:

 a total of four trips during the AM peak hour and twelve total trips to the undesirable
operating eastbound approach of Davidson Parkway at N. Henry Boulevard.

 a total of 17 trips during the AM peak hour and 16 total trips to the undesirable
operating overall traffic signal at N. Henry Boulevard and Lake Spivey
Parkway/Walmart Driveway.

 a total of three trips during the AM peak hour and 11 total trips to the undesirable
operating northbound approach Walter Way at Lake Spivey Parkway.

 a total of 20 trips during the AM peak hour and 63 total trips to the undesirable
operating northbound approach Davidson Parkway at Lake Spivey Parkway. The
traffic signal is operating with “split” phasing which is not the most efficient signal
configuration. Some potential mitigations include retiming the traffic signal as well as
reconfiguring the entire intersection.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
ii

 a total of 27 trips during the AM peak hour and 10 total trips to the unsatisfactorily
operating northbound approach the I-675 Northbound Off-Ramp at Lake Spivey
Parkway.

 a total of 26 trips during the AM peak hour and nine total trips to the unsatisfactorily
operating southbound approach the I-675 Southbound Off-Ramp at Lake Spivey
Parkway.

The proposed Site Driveway northbound approach to the Davidson Parkway intersection is
expected to operate at a satisfactory LOS B during the AM peak hour and LOS A during the
PM peak hour. The addition of the full access driveway on Davidson Parkway does not
impact the functionality of traffic operations along Davidson Parkway.

It should be noted that the Stockbridge City Staff has indicated a heavy truck restriction will
be implemented on Davidson Parkway from Walter Way to N. Henry Parkway. Therefore, all
heavy trucks expected to be generated by the development will access the site via Davidson
Parkway west of the site.

Based on the analysis prepared for the proposed development, improvements at the study
intersections are not required to mitigate the impact of the proposed development.
Consideration should be given to potential signal timing modifications of the Lake Spivey
Parkway corridor from Mount Zion Parkway in the west to N. Henry Parkway in the east.
Consideration should be given to widening Lake Spivey Parkway to six-lanes.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
iii

TABLE OF CONTENTS
Executive Summary ........................................................................................................................ i
A. Introduction ................................................................................................................................ 1
B. Existing Conditions .................................................................................................................... 4
B.1 Phasing ............................................................................................................................ 4
B.2 Transportation Facilities ................................................................................................. 4
B.3. Transit .............................................................................................................................. 5
B.3. Pedestrian and Bicycle Facilities.................................................................................... 5
B.4. Traffic Volumes ................................................................................................................ 6
C. Future Conditions ...................................................................................................................... 9
C.1. Background Data Collection ........................................................................................... 9
C.2. Project Trip Generation ................................................................................................. 11
C.3. Trip Distribution and Assignment ................................................................................. 11
D. Traffic Impact Analyses ........................................................................................................... 19
D.1. Existing Capacity Analysis ............................................................................................. 19
D.2 No-Build Capacity .......................................................................................................... 21
D.3 Build Conditions Capacity Analysis .............................................................................. 23
E. Recommendations and Conclusions ...................................................................................... 26

LIST OF TABLES
Table 1: Project Trip Generation ................................................................................................. 11
Table 2: Existing Capacity Analysis ............................................................................................. 20
Table 3: No-Build Capacity Analysis ............................................................................................ 22
Table 4: Build Capacity Analysis ................................................................................................. 23
LIST OF FIGURES
Figure 1: Vicinity Map .................................................................................................................... 2
Figure 2: Site Location Aerial ........................................................................................................ 3
Figure 3: Sidewalk Facility Map .................................................................................................... 6
Figure 4: Existing Traffic Volumes ................................................................................................. 8
Figure 5: No-Build Traffic Volumes ............................................................................................. 10
Figure 6: Passenger Vehicle Distribution ................................................................................... 13
Figure 7: Passenger Vehicle Volumes ........................................................................................ 14
Figure 8: Truck Distribution ......................................................................................................... 15
Figure 9: Truck Volumes .............................................................................................................. 16
Figure 10: Project Trips ............................................................................................................... 17
Figure 11: Build Traffic Volumes ................................................................................................. 18

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

A. Introduction

A new 730,690 square foot warehouse/distribution center comprised of five (5) buildings is
planned for construction east of I-675, west of N. Henry Boulevard and south of Lake Spivey
Parkway in Stockbridge, Henry County, Georgia. The new development will have one (1)
driveway on the southside of Davidson Parkway located approximately 600 feet west of
Walter Way. The project will be developed in a single phase by 2024.

The traffic impact study is required as part of the Developments of Region Impact (DRI)
process that was triggered by the proposed rezoning of the subject property. The existing
property is currently zoned as a Highway Commercial District (C-3). The property is proposed
to be rezoned as Light Manufacturing (M-1).

The purpose of this study is to identify the traffic impacts associated with the development –
both existing traffic, future background growth traffic, and full future traffic in the completion
year to assess if any mitigation is needed. The traffic impact study analyzes the Levels of
Service at the one (1) development access point and seven (7) existing external
intersections. Figures 1 and 2 show the site location and study intersections. A copy of the
site plan is included in Appendix A.

This report summarizes the data collected, projected traffic at the study locations, analysis
of traffic impacts including Level of Service (LOS), turn lane analysis, and conclusions from
the analysis.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

Figure 1: Vicinity Map

NOT TO SCALE

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

Figure 2: Site Location Aerial

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

B. Existing Conditions

B.1 Phasing
The development is planned to be completed in a single phase by 2024.

B.2 Transportation Facilities
Davidson Parkway
 Two Lanes, Undivided
 35 MPH. 25 MPH Northwest of the site at Stay-Inn & Suites.
 Sidewalk on Southside East of Walter Way to Maddy Lane. Sidewalks on both
sides near intersection with Lake Spivey Parkway.
 No Truck Restrictions.

Walter Way
 Two Lanes, Undivided
 25 MPH South of Davidson Parkway, 35 MPH North of Davidson Parkway
 Sidewalks on both sides of the road South of Davidson Parkway. No
sidewalks North of Davidson Parkway.
 No Truck Restrictions.

Lake Spivey Parkway
 Four Lanes, Undivided
 45 MPH
 30,100 AADT east of the I-675 interchange and 33,000 AADT west of the I-
675 interchange.
 Sidewalks on both sides from Daniel Drive to US 23-GA 42 (N. Henry
Boulevard).
 No Truck Restrictions.

US 23-GA 42 (N. Henry Boulevard)
 Four Lanes, Undivided
 45 MPH
 15,500 AADT north of Lake Spivey Parkway and 33,100 AADT south of Lake
Spivey Parkway.
 Sidewalks on both sides between Lake Spivey Parkway and Davidson
Parkway.
 No Truck Restrictions.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

I-675 (Terrell Starr Parkway)
 Four Lanes, Divided
 65 MPH
 61,700 AADT north of Lake Spivey Parkway.
 No Pedestrian or Bicycle facilities.
 Trucks with more than Six Wheels keep to right lane.
 I-75 and Express Lanes to the South.

Study Intersections
 Davidson Parkway & Walter Way – Four-Leg – All-Way Stop-Control
 US 23 – GA 42 (N. Henry Boulevard) & Davidson Parkway/Retail Driveway – Four-Leg
– Two-Way Stop-Control
 US 23 – GA 42 (N. Henry Boulevard) & Lake Spivey Parkway Parkway/Walmart
Driveway – Four-Leg – Two-Way Signalized
 Walter Way & Lake Spivey Parkway – Four-Leg – Signalized
 Davidson Parkway & Lake Spivey Parkway – Four-Leg - Signalized
 I-675 (Terrell Starr Parkway) & Lake Spivey Parkway Interchange – Signalized
Diamond
 Davidson Parkway & Site Driveway – Three-Leg – Two-Way Stop-Control

LOS D will be considered the minimum standard unless existing conditions are lower.
B.3. Transit
There are no transit facilities adjacent to the site.

B.3. Pedestrian and Bicycle Facilities
There are no sidewalks along the site frontage. Figure 3 illustrates the sidewalk facilities in
the general study area.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

Figure 3: Sidewalk Facility Map

There are no bicycle lanes adjacent to the site.

B.4. Traffic Volumes
With the COVID 19 pandemic currently effecting typical traffic patterns, turning movement
counts taken currently may not accurately represent typical traffic conditions. Historical
morning and evening peak hour intersection turning movement counts (TMCs) will be
acquired at intersections near the site from a DRI completed near the study area, The
Reeves Creek development (DRI #2996) has TMCs at all relevant study intersections taken

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

in 2019. Therefore, no COVID adjustments are needed with these counts. The 2019 counts
will be converted to 2021 conditions by applying a 1.5% annual growth rate for two years.

The traffic count data are located in Appendix B. Figure 4 shows the 2021 existing turning
movement counts.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

Figure 4: Existing Traffic Volumes

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia

C. Future Conditions

C.1. Background Data Collection
Historical AADT traffic count data was obtained from GDOT on I-675, Lake Spivey Parkway
and N. Henry Boulevard. An annual ambient growth rate was calculated using the AADT
counts and was determined to be 0.7%. However, after discussion with review agencies, it
was agreed that an annual growth rate of 1.5% per year should be applied to the 2021
Existing Volumes for three (3) years to develop the 2024 No-Build Volumes.

There are no approved adjacent developments in the study area that would not be
considered as part of the ambient growth rate.

The 2024 No-Build (background) traffic volumes as shown in Figures 5. The study assumes
existing lane configurations and existing and planned traffic control at the study
intersections.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
10

Figure 5: No-Build Traffic Volumes

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
11

C.2. Project Trip Generation
Table 1 summarizes the project trip generation calculated using the Institute of
Transportation Engineers’ (ITE) Trip Generation Manual, 10 th Edition, 2017.

Table 1: Project Trip Generation
Warehouse Distribution Center (150 LUC) 730,690 sf Project Trips
Total Inbound Outbound
Personal Vehicles Daily 738 399 399
AM Peak Hour 98 79 19
PM Peak Hour 94 20 74
Trucks Daily 402 201 201
AM Peak Hour 15 8 7
PM Peak Hour 22 11 11
Total Trips Generated Daily 1,200 600 600
AM Peak Hour 113 87 26
PM Peak Hour 116 31 85

C.3. Trip Distribution and Assignment
Passenger vehicles and trucks were determined to have separate traffic patterns, therefore
the distributions for each trip type were separated and the trips were assigned to the study
area as follows:

Passenger Vehicles:
 30% via I-675 to/from the north, north of the site
 30% via I-675 to/from the south, south of the site
 15% via N. Henry Boulevard to/from the north, north of the site
 15% via N. Henry Boulevard to/from the south, south of the site
 10% via Lake Spivey Parkway to/from the west, west of the site

The passenger vehicle distribution is shown in Figure 6 and the passenger volumes are
shown in Figure 7.
Trucks:
 35% via I-675 to/from the south, south of the site
 30% via I-675 to/from the north, north of the site
 25% via Lake Spivey Parkway to/from the west, west of the site
 10% via N. Henry Boulevard to/from the south, south of the site

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
12

15% via N. Henry Boulevard to/from the south, south of the site the truck distribution is
shown in Figure 8 and the truck volumes are shown in Figure 9. The future site traffic
(project trips) is shown in Figure 10 and the Build traffic volumes in Figure 11. The trip
generation details are included in Appendix C.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
13

Figure 6: Passenger Vehicle Distribution

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
14

Figure 7: Passenger Vehicle Volumes

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
15

Figure 8: Truck Distribution

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
16

Figure 9: Truck Volumes

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
17

Figure 10: Project Trips

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
18

Figure 11: Build Traffic Volumes

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
19

D. Traffic Impact Analyses

The analysis in each of the scenarios for the study was performed using the traffic analysis
software Synchro® 11. Average vehicular delays are calculated and reported as Levels of
Service (LOS) as defined by the Highway Capacity Manual (HCM). Capacity analysis
worksheets are included in Appendix D.

D.1. Existing Capacity Analysis

The results of the Existing Traffic Volumes’ capacity analysis are shown in Table 2. The
analysis utilizes volumes depicted in Figure 4.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
20

Table 2: Existing Capacity Analysis
AM PM
ID Intersection Control Movement
LOS Delay LOS Delay
Overall A 9.9 A 8.1
All-Way EB A 9.5 A 8.2
Davidson Pkwy
1 Stop- WB B 10.6 A 8.1
& Walter Way
Control NB A 9.4 A 7.7
SB A 8.6 A 8.2
N. Henry Blvd & EB F 99.6 F >500
Davidson Stop- WB F 178.1 F >500
Pkwy/Retail Control NBL A 9.7 D 25.3
Drwy SBL B 13.3 B 11.5
Overall D 43.2 E 67.7
N. Henry Pkwy EB C 32.7 E 59.6
& Lake Spivey Signal
3 WB E 61.3 E 71.5
Pkwy / Wal- Control
Mart Drwy NB D 39.8 E 62.5
SB E 62.3 F 87.7
Overall B 10.5 A 9.2
Walter Way & EB A 0.8 A 2.6
Signal
4 Lake Spivey WB B 12.8 A 9.4
Control
Pkwy NB E 65.5 E 61.3
SB E 62.4 E 58.3
Overall B 16.5 B 12.2
Davidson Pkwy EB A 6.3 B 12.5
Signal
5 & Lake Spivey WB A 6.9 A 6.3
Control
Pkwy NB E 70.5 E 58.9
SB E 71.4 E 67.6
Overall B 10.1 A 5.3
I-675 NB EB A 9.0 A 2.1
Signal
6 Ramps & Lake
Control WB A 8.7 A 0.8
Spivey Pkwy
NB E 69.8 E 73.3
Overall C 22.4 D 45.4
I-675 SB EB C 24.0 D 48.8
Signal
7 Ramps & Lake
Control WB A 2.3 A 9.9
Spivey Pkwy
SB E 57.0 F 81.4

As shown in Table 2, all of the signalized study intersections operate at overall acceptable
Levels of Service D or better during the AM and PM peak hours with the exception of N.
Henry Boulevard at Lake Spivey Pkwy/Wal-Mart driveway intersection during the PM peak
hour with undesirable Levels of Service E. However, several approaches at the study
intersections operate at undesirable Levels of Service E or F during both the AM and PM
peak hours. This is somewhat expected as there is a significant amount of through traffic on

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
21

N. Henry Parkway and on Lake Spivey Parkway, as well as turning traffic, which needs to be
serviced.

The unsignalized N. Henry Boulevard at Davidson Parkway/Retail driveway operates at
undesirable Levels of Services Capacity F during both the AM and PM peak hours. This is
somewhat expected as there is a significant amount of through traffic along N. Henry
Boulevard.

Potential mitigation could include signal timing modifications of the Lake Spivey Parkway
corridor from Mount Zion Parkway in the west to N. Henry Boulevard in the east. Other long-
term improvements could be to widen Lake Spivey Parkway to six-lanes.

D.2 No-Build Capacity

The future analysis year is 2024 with all the same existing facilities in place. The results of
the No-Build capacity analysis are shown in Table 3 below. The analysis utilizes the volumes
depicted in Figure 5.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
22

Table 3: No-Build Capacity Analysis
AM PM
ID Intersection Control Movement
LOS Delay LOS Delay
Overall B 10.1 A 8.1
All-Way EB A 9.7 A 8.3
Davidson Pkwy
1 Stop- WB B 10.9 A 8.2
& Walter Way
Control NB A 9.6 A 7.7
SB A 8.7 A 8.2
N. Henry Blvd & EB F 152.9 F >500
Davidson Stop- WB F 269.8 F >500
Pkwy/Retail Control NBL A 9.8 D 29.0
Drwy SBL B 13.9 B 11.9
Overall D 44.3 E 76.3
N. Henry Pkwy EB C 33.2 E 64.8
& Lake Spivey Signal
3 WB E 61.5 E 72.5
Pkwy / Wal- Control
Mart Drwy NB D 41.1 E 76.6
SB E 63.9 F 98.5
Overall B 10.6 A 9.4
Walter Way & EB A 0.8 A 2.9
Signal
4 Lake Spivey WB B 13.1 A 9.6
Control
Pkwy NB E 65.3 E 61.0
SB E 62.1 E 57.9
Overall B 17.3 B 13.5
Davidson Pkwy EB A 7.6 B 13.9
Signal
5 & Lake Spivey WB A 7.4 A 7.6
Control
Pkwy NB E 70.6 E 58.7
SB E 72.2 E 67.7
Overall B 10.8 A 5.5
I-675 NB EB A 9.7 A 2.4
Signal
6 Ramps & Lake
Control WB A 9.5 A 0.9
Spivey Pkwy
NB E 70.1 E 74.0
Overall C 23.4 D 54.5
I-675 SB EB C 25.7 E 62.9
Signal
7 Ramps & Lake
Control WB A 2.6 B 12.3
Spivey Pkwy
SB E 57.7 F 89.6

As shown in Table 3, the overall traffic operations at the study intersections are expected to
continue to operate at similar Levels of Service during the AM and PM peak hours with
slightly higher delays due to background traffic growth with the exception of the eastbound
approach at the Lake Spivey Parkway and I-675 southbound ramps intersection, which
changes from a LOS D to E during the PM peak hour.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
23

D.3 Build Conditions Capacity Analysis

The future analysis year is 2024 with all the same existing facilities in place and the site
generated trips assigned to the network. The results of the Build capacity analysis are shown
in Table 4 below. The analysis utilizes the volumes depicted in Figure 11.

Table 4: Build Capacity Analysis
AM PM
ID Intersection Control Movement
LOS Delay LOS Delay
Overall B 10.4 A 8.3
All-Way EB A 9.8 A 8.4
Davidson Pkwy
1 Stop- WB B 11.4 A 8.3
& Walter Way
Control NB A 9.8 A 7.8
SB A 8.6 A 8.3
N. Henry Blvd & EB F 176.1 F >500
Davidson Stop- WB F 323.3 F >500
Pkwy/Retail Control NBL A 9.9 D 29.7
Drwy SBL B 13.8 B 11.9
Overall D 45.9 E 77.3
N. Henry Pkwy EB C 32.5 E 66.5
& Lake Spivey Signal
3 WB E 61.5 E 72.5
Pkwy / Wal- Control
Mart Drwy NB D 42.8 E 76.9
SB E 68.0 F 99.5
Overall B 10.6 A 9.3
Walter Way & EB A 0.8 A 2.5
Signal
4 Lake Spivey WB B 13.0 A 9.6
Control
Pkwy NB E 65.3 E 61.3
SB E 62.1 E 57.9
Overall B 18.4 B 17.8
Davidson Pkwy EB B 10.2 B 18.8
Signal
5 & Lake Spivey WB A 7.1 A 9.1
Control
Pkwy NB E 70.6 E 64.8
SB E 72.2 E 67.7
Overall A 7.6 B 10.8
I-675 NB EB A 3.1 A 4.4
Signal
6 Ramps & Lake
Control WB A 8.5 B 11.4
Spivey Pkwy
NB E 70.3 E 75.7
Overall C 22.7 E 55.1
I-675 SB EB C 20.7 E 63.9
Signal
7 Ramps & Lake
Control WB A 3.4 B 13.7
Spivey Pkwy
SB E 62.3 F 89.7
Davidson Pkwy Stop- WBL A 7.8 B 10.1
& Site Drwy Control NB B 11.1 A 7.5

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
24

As shown in Table 4, the addition of project traffic to the study intersection is anticipated to
have an impact on the operation of the study intersections. The development is expected to
contribute:

 a total of four trips during the AM peak hour and twelve total trips to the undesirable
operating eastbound approach of Davidson Parkway at N. Henry Boulevard.

 a total of 17 trips during the AM peak hour and 16 total trips to the undesirable
operating overall traffic signal at N. Henry Boulevard and Lake Spivey
Parkway/Walmart Driveway.

 a total of three trips during the AM peak hour and 11 total trips to the undesirable
operating northbound approach Walter Way at Lake Spivey Parkway.

 a total of 20 trips during the AM peak hour and 63 total trips to the undesirable
operating northbound approach Davidson Parkway at Lake Spivey Parkway. The
traffic signal is operating with “split” phasing which is not the most efficient signal
configuration. Some potential mitigations include retiming the traffic signal as well as
reconfiguring the entire intersection.

 a total of 27 trips during the AM peak hour and 10 total trips to the undesirable
operating northbound approach the I-675 Northbound Off-Ramp at Lake Spivey
Parkway.

 a total of 26 trips during the AM peak hour and nine total trips to the undesirable
operating southbound approach the I-675 southbound off-ramp at Lake Spivey
Parkway.

The proposed site driveway northbound approach to the Davidson Parkway intersection is
expected to operate at a satisfactory LOS B during the AM peak hour and LOS A during the
PM peak hour. The addition of the full access driveway on Davidson Parkway does not
impact the functionality of traffic operations along Davidson Parkway.

In summary, the project traffic at the Lake Spivey Parkway at I-675 southbound ramps
intersection changes the overall Levels of Service from D to E during the PM peak hour with
an increase of just 0.6 seconds. The other study intersections are expected to continue to
operate at similar Levels of Service during the AM and PM peak hours with slightly higher
delays.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
25

As discussed before, potential mitigation could include signal timing modifications of the
Lake Spivey Parkway corridor from Mount Zion Parkway in the west to N. Henry Boulevard in
the east. Other long-term improvements could be to widen Lake Spivey Parkway to six-lanes.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
26

E. Recommendations and Conclusions

A new 730,690 square foot warehouse/distribution center comprised of five (5) buildings is
planned for construction east of I-675, west of N. Henry Boulevard and south of Lake Spivey
Parkway in Stockbridge, Henry County, Georgia. The development will generate 113 trips in
the AM peak hour (87 entering and 26 exiting), and 116 trips in the PM peak hour 31
entering and 85 exiting). The new development will have one (1) driveway on the southside
of Davidson Parkway located approximately 600 feet west of Walter Way. The project will be
developed in a single phase by 2024.

The traffic impact study is required as part of the Developments of Region Impact (DRI)
process that was triggered by the proposed rezoning of the subject property. The existing
property is currently zoned as a Highway Commercial District (C-3). The property is proposed
to be rezoned as Light Manufacturing (M-1).

The development is expected to contribute some trips to intersections with currently
undesirable operations on some approaches. These site trips represent a small proportion
of the existing volumes at these intersections.

The proposed site driveway northbound approach to the Davidson Parkway intersection is
expected to operate at a satisfactory LOS B during the AM peak hour and LOS A during the
PM peak hour. The addition of the full access driveway on Davidson Parkway does not
impact the functionality of traffic operations along Davidson Parkway.

It should be noted that the Stockbridge City Staff has indicated a heavy truck restriction will
be implemented on Davidson Parkway from Walter Way to N. Henry Parkway. Therefore, all
heavy trucks expected to be generated by the development will access the site via Davidson
Parkway west of the site.

Based on the analysis prepared for the proposed development, improvements at the study
intersections are not required to mitigate the impact of the proposed development.
Consideration should be given to potential signal timing modifications of the Lake Spivey
Parkway corridor from Mount Zion Parkway in the west to N. Henry Parkway in the east.
Consideration should be given to widening Lake Spivey Parkway to six-lanes.

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
27

APPENDIX

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
APPENDIX A
SITE PLAN

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
APPENDIX B
TRAFFIC
COUNT DATA

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
Project ID: 19-09344-029
Location: Walter Way & Davidson Pkwy Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
Walter Way Walter Way Davidson Pkwy Davidson Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
6:00 AM 12 1 1 0 0 14 1 1 0 0 0 2 0 8 7 0 0 15 0 26 1 0 0 27 58
6:15 AM 9 1 1 0 0 11 1 0 0 0 0 1 0 13 5 0 0 18 0 35 1 0 0 36 66
6:30 AM 6 2 2 0 0 10 0 0 0 0 0 0 0 16 5 0 0 21 2 25 3 0 0 30 61
6:45 AM 16 1 3 0 0 20 4 0 0 0 0 4 0 13 9 0 0 22 0 34 3 0 0 37 83
Total 43 5 7 0 0 55 6 1 0 0 0 7 0 50 26 0 0 76 2 120 8 0 0 130 268

7:00 AM 18 1 3 0 0 22 1 1 0 0 0 2 0 9 8 0 0 17 0 33 1 0 0 34 75
7:15 AM 14 2 4 0 0 20 3 0 0 0 0 3 0 23 12 0 0 35 2 40 8 0 0 50 108
7:30 AM 19 1 9 0 0 29 3 3 1 0 0 7 1 26 11 0 0 38 1 45 5 0 0 51 125
7:45 AM 10 3 2 0 0 15 2 1 0 0 0 3 1 26 10 0 0 37 6 46 16 0 0 68 123
Total 61 7 18 0 0 86 9 5 1 0 0 15 2 84 41 0 0 127 9 164 30 0 0 203 431

8:00 AM 9 0 0 0 0 9 5 0 0 0 0 5 1 21 7 0 0 29 2 46 15 0 0 63 106
8:15 AM 13 3 1 0 0 17 2 3 1 0 0 6 1 32 8 0 0 41 1 42 7 0 0 50 114
8:30 AM 11 3 3 0 0 17 5 2 0 0 0 7 0 26 7 0 0 33 4 44 11 0 0 59 116
8:45 AM 15 1 1 0 0 17 7 1 1 0 0 9 1 30 7 0 0 38 1 35 18 0 0 54 118
Total 48 7 5 0 0 60 19 6 2 0 0 27 3 109 29 0 0 141 8 167 51 0 0 226 454

9:00 AM 7 0 3 0 0 10 10 1 1 0 0 12 0 28 10 0 0 38 2 26 13 0 0 41 101
9:15 AM 16 1 3 0 0 20 8 1 0 0 0 9 1 18 10 0 0 29 0 35 16 0 0 51 109
9:30 AM 9 1 1 0 0 11 7 4 1 0 0 12 0 27 12 0 0 39 0 30 12 0 0 42 104
9:45 AM 12 3 2 0 0 17 8 1 3 0 0 12 1 23 5 0 0 29 3 25 14 0 0 42 100
Total 44 5 9 0 0 58 33 7 5 0 0 45 2 96 37 0 0 135 5 116 55 0 0 176 414

10:00 AM 10 1 1 0 0 12 7 3 0 0 0 10 0 23 8 0 0 31 7 32 11 0 0 50 103
10:15 AM 11 3 1 0 0 15 9 1 2 0 0 12 1 33 6 0 0 40 3 27 7 0 0 37 104
10:30 AM 11 0 2 0 0 13 9 3 2 0 0 14 0 23 3 0 0 26 1 35 16 0 0 52 105
10:45 AM 11 1 3 0 0 15 13 3 1 0 0 17 0 19 7 0 0 26 5 22 13 0 0 40 98
Total 43 5 7 0 0 55 38 10 5 0 0 53 1 98 24 0 0 123 16 116 47 0 0 179 410

11:00 AM 21 8 5 0 0 34 13 4 2 0 0 19 0 30 8 0 0 38 0 24 19 0 0 43 134
11:15 AM 5 3 2 0 0 10 24 3 1 0 0 28 1 35 19 0 0 55 6 17 12 0 0 35 128
11:30 AM 5 4 1 0 0 10 13 5 0 0 0 18 3 26 3 0 0 32 7 36 15 0 0 58 118
11:45 AM 6 2 3 0 0 11 20 1 2 0 0 23 1 41 6 0 0 48 1 35 14 0 0 50 132
Total 37 17 11 0 0 65 70 13 5 0 0 88 5 132 36 0 0 173 14 112 60 0 0 186 512

12:00 PM 8 0 2 0 0 10 12 0 0 0 0 12 0 30 9 0 0 39 1 36 15 0 0 52 113
12:15 PM 17 0 2 0 0 19 18 3 2 0 0 23 1 18 9 0 0 28 1 24 14 0 0 39 109
12:30 PM 7 1 2 0 0 10 15 0 4 0 0 19 1 22 11 0 0 34 0 30 15 0 0 45 108
12:45 PM 7 3 4 0 0 14 19 1 5 0 0 25 2 34 11 0 0 47 5 28 16 0 0 49 135
Total 39 4 10 0 0 53 64 4 11 0 0 79 4 104 40 0 0 148 7 118 60 0 0 185 465

1:00 PM 14 4 1 0 0 19 14 1 0 0 0 15 0 32 7 0 0 39 2 34 22 0 0 58 131
1:15 PM 5 2 6 0 0 13 20 4 2 0 0 26 3 37 8 0 0 48 2 36 19 0 0 57 144
1:30 PM 14 1 5 0 0 20 15 2 3 0 0 20 0 26 11 0 0 37 2 43 13 0 0 58 135
1:45 PM 15 2 3 0 0 20 10 1 2 0 0 13 2 37 10 0 0 49 2 38 20 0 0 60 142
Total 48 9 15 0 0 72 59 8 7 0 0 74 5 132 36 0 0 173 8 151 74 0 0 233 552

2:00 PM 12 2 1 0 0 15 11 4 2 0 0 17 1 31 12 0 0 44 5 38 32 0 0 75 151
2:15 PM 7 3 1 0 0 11 15 1 4 0 0 20 1 38 10 0 0 49 0 30 17 0 0 47 127
2:30 PM 52 8 15 0 0 75 15 2 1 0 0 18 2 37 4 0 0 43 3 30 18 0 0 51 187
2:45 PM 16 5 3 0 0 24 19 1 2 0 0 22 0 35 8 0 0 43 2 22 22 0 0 46 135
Total 87 18 20 0 0 125 60 8 9 0 0 77 4 141 34 0 0 179 10 120 89 0 0 219 600

3:00 PM 14 7 3 0 0 24 20 2 4 0 0 26 1 46 6 0 0 53 2 36 11 0 0 49 152
3:15 PM 12 5 0 0 0 17 22 1 2 0 0 25 2 34 11 0 0 47 2 32 20 0 0 54 143
3:30 PM 11 2 5 0 0 18 14 3 1 1 0 19 4 44 15 0 0 63 3 36 19 0 0 58 158
3:45 PM 7 0 4 0 0 11 19 0 2 0 0 21 4 38 12 0 0 54 6 31 23 0 0 60 146
Total 44 14 12 0 0 70 75 6 9 1 0 91 11 162 44 0 0 217 13 135 73 0 0 221 599

4:00 PM 6 3 8 0 0 17 10 1 2 0 0 13 1 48 17 0 0 66 5 39 34 0 0 78 174
4:15 PM 5 3 1 0 0 9 20 4 6 0 0 30 1 56 10 0 0 67 5 36 24 0 0 65 171
4:30 PM 6 0 2 0 0 8 27 4 3 0 0 34 1 56 11 0 0 68 0 41 23 0 0 64 174
4:45 PM 11 3 3 0 0 17 16 0 2 0 0 18 0 48 16 0 0 64 7 42 14 0 0 63 162
Total 28 9 14 0 0 51 73 9 13 0 0 95 3 208 54 0 0 265 17 158 95 0 0 270 681

5:00 PM 5 2 4 0 0 11 28 1 0 0 0 29 0 68 11 0 0 79 3 44 18 0 0 65 184
5:15 PM 11 1 2 0 0 14 14 3 0 0 0 17 0 70 13 0 0 83 2 42 14 0 0 58 172
5:30 PM 5 0 5 0 0 10 13 3 3 0 0 19 0 66 8 0 0 74 3 38 20 0 0 61 164
5:45 PM 8 1 5 0 0 14 12 1 0 0 0 13 1 64 8 0 0 73 2 57 15 0 0 74 174
Total 29 4 16 0 0 49 67 8 3 0 0 78 1 268 40 0 0 309 10 181 67 0 0 258 694

6:00 PM 9 0 2 0 0 11 13 0 1 0 0 14 0 57 9 0 0 66 0 53 10 0 0 63 154
6:15 PM 10 2 0 0 0 12 12 1 1 0 0 14 0 57 12 0 0 69 6 45 7 0 0 58 153
6:30 PM 7 0 0 0 0 7 9 3 3 0 0 15 0 37 5 0 0 42 3 27 11 0 0 41 105
6:45 PM 5 2 2 0 0 9 10 1 1 0 0 12 1 36 8 0 0 45 3 29 4 0 0 36 102
Total 31 4 4 0 0 39 44 5 6 0 0 55 1 187 34 0 0 222 12 154 32 0 0 198 514

Grand Total 582 108 148 0 0 838 617 90 76 1 0 784 42 1771 475 0 0 2288 131 1812 741 0 0 2684 6594
Apprch % 69.5 12.9 17.7 0.0 0.0 78.7 11.5 9.7 0.1 0.0 1.8 77.4 20.8 0.0 0.0 4.9 67.5 27.6 0.0 0.0
Total % 8.8 1.6 2.2 0.0 0.0 12.7 9.4 1.4 1.2 0.0 0.0 11.9 0.6 26.9 7.2 0.0 0.0 34.7 2.0 27.5 11.2 0.0 0.0 40.7
Cars, PU, Vans 582 108 148 0 0 838 617 90 76 0 784 42 1771 475 0 2288 131 1812 741 0 2684 6594
% Cars, PU, Vans 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0
Project ID: 19-09344-029
Location: Walter Way & Davidson Pkwy Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
Walter Way Walter Way Davidson Pkwy Davidson Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 06:00 AM to 10:00 AM
Peak Hour for Entire Intersection Begins at 07:30 AM

7:30 AM 19 1 9 0 29 3 3 1 0 7 1 26 11 0 38 1 45 5 0 51 125
7:45 AM 10 3 2 0 15 2 1 0 0 3 1 26 10 0 37 6 46 16 0 68 123
8:00 AM 9 0 0 0 9 5 0 0 0 5 1 21 7 0 29 2 46 15 0 63 106
8:15 AM 13 3 1 0 17 2 3 1 0 6 1 32 8 0 41 1 42 7 0 50 114
Total Volume 51 7 12 0 70 12 7 2 0 21 4 105 36 0 145 10 179 43 0 232 468
% App. Total 72.9 10.0 17.1 0.0 100 57.1 33.3 9.5 0.0 100 2.8 72.4 24.8 0.0 100 4.3 77.2 18.5 0.0 100
PHF 0.603 0.750 0.884 0.853 0.936
Cars, PU, Vans 51 7 12 0 70 12 7 2 0 21 4 105 36 0 145 10 179 43 0 232 468
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0

NOON
Walter Way Walter Way Davidson Pkwy Davidson Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 10:00 AM to 02:00 PM
Peak Hour for Entire Intersection Begins at 01:00 PM

1:00 PM 14 4 1 0 19 14 1 0 0 15 0 32 7 0 39 2 34 22 0 58 131
1:15 PM 5 2 6 0 13 20 4 2 0 26 3 37 8 0 48 2 36 19 0 57 144
1:30 PM 14 1 5 0 20 15 2 3 0 20 0 26 11 0 37 2 43 13 0 58 135
1:45 PM 15 2 3 0 20 10 1 2 0 13 2 37 10 0 49 2 38 20 0 60 142
Total Volume 48 9 15 0 72 59 8 7 0 74 5 132 36 0 173 8 151 74 0 233 552
% App. Total 66.7 12.5 20.8 0.0 100 79.7 10.8 9.5 0.0 100 2.9 76.3 20.8 0.0 100 3.4 64.8 31.8 0.0 100
PHF 0.900 0.712 0.883 0.971 0.958
Cars, PU, Vans 48 9 15 0 72 59 8 7 0 74 5 132 36 0 173 8 151 74 0 233 552
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0

PM
Walter Way Walter Way Davidson Pkwy Davidson Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 02:00 PM to 07:00 PM
Peak Hour for Entire Intersection Begins at 05:00 PM

5:00 PM 5 2 4 0 11 28 1 0 0 29 0 68 11 0 79 3 44 18 0 65 184
5:15 PM 11 1 2 0 14 14 3 0 0 17 0 70 13 0 83 2 42 14 0 58 172
5:30 PM 5 0 5 0 10 13 3 3 0 19 0 66 8 0 74 3 38 20 0 61 164
5:45 PM 8 1 5 0 14 12 1 0 0 13 1 64 8 0 73 2 57 15 0 74 174
Total Volume 29 4 16 0 49 67 8 3 0 78 1 268 40 0 309 10 181 67 0 258 694
% App. Total 59.2 8.2 32.7 0.0 100 85.9 10.3 3.8 0.0 100 0.3 86.7 12.9 0.0 100 3.9 70.2 26.0 0.0 100
PHF 0.875 0.672 0.931 0.872 0.943
Cars, PU, Vans 29 4 16 0 49 67 8 3 0 78 1 268 40 0 309 10 181 67 0 258 694
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0
Project ID: 19-09344-006
Location: SR 42-138/US 23/N Henry Blvd & Davidson Pkwy/ Payless ShoeSource Dwy Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
SR 42-138/US 23/N Henry Blvd SR 42-138/US 23/N Henry Blvd Davidson Pkwy/ Payless ShoeSource Dwy Davidson Pkwy/ Payless ShoeSource Dwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
6:00 AM 1 212 2 0 0 215 2 51 2 0 0 55 4 2 3 0 0 9 2 0 0 0 0 2 281
6:15 AM 3 225 3 0 0 231 3 73 4 0 0 80 4 1 8 0 0 13 3 0 1 0 0 4 328
6:30 AM 5 290 2 0 0 297 0 88 3 0 0 91 10 0 6 0 0 16 1 1 1 0 0 3 407
6:45 AM 8 278 3 0 0 289 1 104 2 0 0 107 12 0 11 0 0 23 1 0 2 0 0 3 422
Total 17 1005 10 0 0 1032 6 316 11 0 0 333 30 3 28 0 0 61 7 1 4 0 0 12 1438

7:00 AM 9 314 0 0 0 323 0 154 6 0 0 160 7 1 9 0 0 17 0 1 0 0 0 1 501
7:15 AM 15 357 8 0 0 380 1 116 0 0 0 117 5 0 27 0 0 32 3 0 2 0 0 5 534
7:30 AM 25 326 8 0 0 359 0 177 4 0 0 181 5 0 14 0 0 19 6 0 4 0 0 10 569
7:45 AM 26 301 6 0 0 333 4 171 11 0 0 186 10 1 8 0 0 19 1 1 4 0 0 6 544
Total 75 1298 22 0 0 1395 5 618 21 0 0 644 27 2 58 0 0 87 10 2 10 0 0 22 2148

8:00 AM 15 297 3 0 0 315 4 156 9 0 0 169 5 2 14 0 0 21 2 2 6 0 0 10 515
8:15 AM 15 287 5 0 0 307 2 169 7 1 0 179 4 1 16 0 0 21 2 1 4 0 0 7 514
8:30 AM 31 275 6 0 0 312 3 161 10 0 0 174 2 0 10 0 0 12 4 2 4 0 0 10 508
8:45 AM 11 254 3 0 0 268 5 167 9 0 0 181 0 1 15 0 0 16 2 0 6 0 0 8 473
Total 72 1113 17 0 0 1202 14 653 35 1 0 703 11 4 55 0 0 70 10 5 20 0 0 35 2010
9:00 AM 16 233 5 0 0 254 5 142 15 0 0 162 3 3 13 0 0 19 2 0 7 0 0 9 444
9:15 AM 11 232 8 0 0 251 6 155 7 0 0 168 6 0 20 0 0 26 2 1 7 0 0 10 455
9:30 AM 15 244 6 0 0 265 9 204 7 0 0 220 7 0 18 0 0 25 4 1 10 0 0 15 525
9:45 AM 22 199 3 0 0 224 4 180 11 0 0 195 6 1 13 0 0 20 4 1 11 0 0 16 455
Total 64 908 22 0 0 994 24 681 40 0 0 745 22 4 64 0 0 90 12 3 35 0 0 50 1879

10:00 AM 20 223 9 1 0 253 10 181 9 0 0 200 4 4 17 0 0 25 4 1 5 0 0 10 488
10:15 AM 14 206 8 1 0 229 7 221 14 0 0 242 3 0 20 0 0 23 7 1 11 0 0 19 513
10:30 AM 15 246 8 0 0 269 7 226 6 1 0 240 6 3 16 0 0 25 8 2 13 0 0 23 557
10:45 AM 19 191 10 0 0 220 6 203 15 0 0 224 8 1 19 0 0 28 5 0 10 0 0 15 487
Total 68 866 35 2 0 971 30 831 44 1 0 906 21 8 72 0 0 101 24 4 39 0 0 67 2045

11:00 AM 30 214 12 0 0 256 11 211 10 1 0 233 10 1 25 0 0 36 7 0 15 0 0 22 547
11:15 AM 26 214 3 0 0 243 19 226 13 0 0 258 6 2 18 0 0 26 4 1 9 0 0 14 541
11:30 AM 21 230 6 0 0 257 9 217 19 0 0 245 9 0 21 0 0 30 6 0 5 0 0 11 543
11:45 AM 17 205 3 0 0 225 9 240 7 0 0 256 8 2 31 0 0 41 4 1 6 0 0 11 533
Total 94 863 24 0 0 981 48 894 49 1 0 992 33 5 95 0 0 133 21 2 35 0 0 58 2164

12:00 PM 22 255 11 0 0 288 5 212 8 0 0 225 8 1 18 0 0 27 4 2 10 0 0 16 556
12:15 PM 9 247 7 0 0 263 5 227 12 0 0 244 8 1 21 0 0 30 7 2 9 0 0 18 555
12:30 PM 16 232 5 0 0 253 8 221 18 0 0 247 7 3 19 0 0 29 7 1 11 0 0 19 548
12:45 PM 23 242 8 0 0 273 10 247 11 0 0 268 5 2 21 0 0 28 6 1 11 0 0 18 587
Total 70 976 31 0 0 1077 28 907 49 0 0 984 28 7 79 0 0 114 24 6 41 0 0 71 2246

1:00 PM 27 244 4 0 0 275 5 264 14 0 0 283 5 1 23 0 0 29 6 5 17 0 0 28 615
1:15 PM 20 226 7 0 0 253 7 227 9 0 0 243 4 0 24 0 0 28 4 1 13 0 0 18 542
1:30 PM 20 229 11 0 0 260 2 251 10 1 0 264 3 0 16 0 0 19 6 0 8 0 0 14 557
1:45 PM 17 225 7 0 0 249 9 273 9 0 0 291 3 1 16 0 0 20 12 1 14 0 0 27 587
Total 84 924 29 0 0 1037 23 1015 42 1 0 1081 15 2 79 0 0 96 28 7 52 0 0 87 2301

2:00 PM 8 212 5 0 0 225 10 284 11 0 0 305 3 0 27 0 0 30 5 0 8 0 0 13 573
2:15 PM 15 225 3 0 0 243 12 253 19 0 0 284 4 2 26 0 0 32 7 0 11 0 0 18 577
2:30 PM 19 250 8 0 0 277 9 269 8 0 0 286 7 1 30 0 0 38 4 1 8 0 0 13 614
2:45 PM 21 245 12 0 0 278 9 300 15 0 0 324 6 0 26 0 0 32 2 0 15 0 0 17 651
Total 63 932 28 0 0 1023 40 1106 53 0 0 1199 20 3 109 0 0 132 18 1 42 0 0 61 2415

3:00 PM 19 234 7 0 0 260 5 288 20 0 0 313 4 2 19 0 0 25 10 1 4 0 0 15 613
3:15 PM 16 218 5 0 0 239 11 318 13 1 0 343 4 1 25 0 0 30 5 2 11 0 0 18 630
3:30 PM 17 244 8 0 0 269 13 310 10 0 0 333 4 0 24 0 0 28 10 4 12 0 0 26 656
3:45 PM 25 253 5 1 0 284 9 334 17 1 0 361 3 0 21 0 0 24 3 2 9 0 0 14 683
Total 77 949 25 1 0 1052 38 1250 60 2 0 1350 15 3 89 0 0 107 28 9 36 0 0 73 2582

4:00 PM 28 239 7 0 0 274 1 338 17 0 0 356 9 0 20 0 0 29 5 1 9 0 0 15 674
4:15 PM 24 217 4 0 0 245 3 344 14 0 0 361 6 3 22 0 0 31 5 1 14 0 0 20 657
4:30 PM 28 258 9 0 0 295 15 347 13 1 0 376 5 4 27 0 0 36 5 1 15 0 0 21 728
4:45 PM 19 233 10 0 0 262 10 387 20 0 0 417 8 1 22 0 0 31 11 1 11 0 0 23 733
Total 99 947 30 0 0 1076 29 1416 64 1 0 1510 28 8 91 0 0 127 26 4 49 0 0 79 2792

5:00 PM 30 222 11 0 0 263 8 412 22 0 0 442 5 0 30 0 0 35 7 0 11 0 0 18 758
5:15 PM 24 266 10 0 0 300 9 414 26 0 0 449 4 0 32 0 0 36 10 0 11 0 0 21 806
5:30 PM 24 248 9 0 0 281 14 441 14 0 0 469 5 2 23 0 0 30 8 1 12 0 0 21 801
5:45 PM 20 223 7 0 0 250 7 363 16 1 0 387 11 2 20 0 0 33 7 0 11 0 0 18 688
Total 98 959 37 0 0 1094 38 1630 78 1 0 1747 25 4 105 0 0 134 32 1 45 0 0 78 3053

6:00 PM 25 235 14 0 0 274 8 331 19 0 0 358 5 1 18 0 0 24 8 1 10 0 0 19 675
6:15 PM 13 245 8 0 0 266 5 350 6 0 0 361 5 0 8 0 0 13 5 1 6 0 0 12 652
6:30 PM 13 213 7 0 0 233 8 289 18 0 0 315 2 1 20 0 0 23 4 2 9 0 0 15 586
6:45 PM 12 187 10 0 0 209 13 308 17 0 0 338 9 4 16 0 0 29 8 1 10 0 0 19 595
Total 63 880 39 0 0 982 34 1278 60 0 0 1372 21 6 62 0 0 89 25 5 35 0 0 65 2508

Grand Total 944 12620 349 3 0 13916 357 12595 606 8 0 13566 296 59 986 0 0 1341 265 50 443 0 0 758 29581
Apprch % 6.8 90.7 2.5 0.0 0.0 2.6 92.8 4.5 0.1 0.0 22.1 4.4 73.5 0.0 0.0 35.0 6.6 58.4 0.0 0.0
Total % 3.2 42.7 1.2 0.0 0.0 47.0 1.2 42.6 2.0 0.0 0.0 45.9 1.0 0.2 3.3 0.0 0.0 4.5 0.9 0.2 1.5 0.0 0.0 2.6
Cars, PU, Vans 944 12620 349 3 0 13916 357 12595 606 0 13566 296 59 986 0 1341 265 50 443 0 758 29581
% Cars, PU, Vans 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0
Project ID: 19-09344-006
Location: SR 42-138/US 23/N Henry Blvd & Davidson Pkwy/ P Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
SR 42-138/US 23/N Henry Blvd SR 42-138/US 23/N Henry Blvd avidson Pkwy/ Payless ShoeSource D avidson Pkwy/ Payless ShoeSource D
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 06:00 AM to 10:00 AM
Peak Hour for Entire Intersection Begins at 07:15 AM

7:15 AM 15 357 8 0 380 1 116 0 0 117 5 0 27 0 32 3 0 2 0 5 534
7:30 AM 25 326 8 0 359 0 177 4 0 181 5 0 14 0 19 6 0 4 0 10 569
7:45 AM 26 301 6 0 333 4 171 11 0 186 10 1 8 0 19 1 1 4 0 6 544
8:00 AM 15 297 3 0 315 4 156 9 0 169 5 2 14 0 21 2 2 6 0 10 515
Total Volume 81 1281 25 0 1387 9 620 24 0 653 25 3 63 0 91 12 3 16 0 31 2162
% App. Total 5.8 92.4 1.8 0.0 100 1.4 94.9 3.7 0.0 100 27.5 3.3 69.2 0.0 100 38.7 9.7 51.6 0.0 100
PHF 0.913 0.878 0.711 0.775 0.950
Cars, PU, Vans 81 1281 25 0 1387 9 620 24 0 653 25 3 63 0 91 12 3 16 0 31 2162
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0

NOON
SR 42-138/US 23/N Henry Blvd SR 42-138/US 23/N Henry Blvd avidson Pkwy/ Payless ShoeSource D avidson Pkwy/ Payless ShoeSource D
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 10:00 AM to 02:00 PM
Peak Hour for Entire Intersection Begins at 12:15 PM

12:15 PM 9 247 7 0 263 5 227 12 0 244 8 1 21 0 30 7 2 9 0 18 555
12:30 PM 16 232 5 0 253 8 221 18 0 247 7 3 19 0 29 7 1 11 0 19 548
12:45 PM 23 242 8 0 273 10 247 11 0 268 5 2 21 0 28 6 1 11 0 18 587
1:00 PM 27 244 4 0 275 5 264 14 0 283 5 1 23 0 29 6 5 17 0 28 615
Total Volume 75 965 24 0 1064 28 959 55 0 1042 25 7 84 0 116 26 9 48 0 83 2305
% App. Total 7.0 90.7 2.3 0.0 100 2.7 92.0 5.3 0.0 100 21.6 6.0 72.4 0.0 100 31.3 10.8 57.8 0.0 100
PHF 0.967 0.920 0.967 0.741 0.937
Cars, PU, Vans 75 965 24 0 1064 28 959 55 0 1042 25 7 84 0 116 26 9 48 0 83 2305
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0

PM
SR 42-138/US 23/N Henry Blvd SR 42-138/US 23/N Henry Blvd avidson Pkwy/ Payless ShoeSource D avidson Pkwy/ Payless ShoeSource D
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 02:00 PM to 07:00 PM
Peak Hour for Entire Intersection Begins at 04:45 PM

4:45 PM 19 233 10 0 262 10 387 20 0 417 8 1 22 0 31 11 1 11 0 23 733
5:00 PM 30 222 11 0 263 8 412 22 0 442 5 0 30 0 35 7 0 11 0 18 758
5:15 PM 24 266 10 0 300 9 414 26 0 449 4 0 32 0 36 10 0 11 0 21 806
5:30 PM 24 248 9 0 281 14 441 14 0 469 5 2 23 0 30 8 1 12 0 21 801
Total Volume 97 969 40 0 1106 41 1654 82 0 1777 22 3 107 0 132 36 2 45 0 83 3098
% App. Total 8.8 87.6 3.6 0.0 100 2.3 93.1 4.6 0.0 100 16.7 2.3 81.1 0.0 100 43.4 2.4 54.2 0.0 100
PHF 0.922 0.947 0.917 0.902 0.961
Cars, PU, Vans 97 969 40 0 1106 41 1654 82 0 1777 22 3 107 0 132 36 2 45 0 83 3098
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0
Project ID: 19-09344-007
Location: SR 42/US 23/N Henry Blvd & SR 138/Lake Spivey Pkwy Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
SR 42/US 23/N Henry Blvd SR 42/US 23/N Henry Blvd SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
7:00 AM 165 145 18 0 0 328 5 46 35 0 0 86 21 11 79 0 0 111 9 10 3 0 0 22 547
7:15 AM 193 144 18 0 0 355 3 45 43 0 2 91 16 18 83 0 1 117 9 12 15 0 0 36 599
7:30 AM 169 133 8 0 0 310 5 64 42 0 1 111 29 11 101 0 1 141 12 21 10 0 0 43 605
7:45 AM 196 131 10 0 0 337 5 64 39 0 0 108 18 28 108 0 1 154 10 19 8 0 1 37 636
Total 723 553 54 0 0 1330 18 219 159 0 3 396 84 68 371 0 3 523 40 62 36 0 1 138 2387

8:00 AM 180 101 9 0 0 290 12 62 32 0 0 106 24 21 98 0 0 143 10 10 18 0 0 38 577
8:15 AM 173 108 11 0 0 292 10 67 40 0 0 117 27 23 109 0 0 159 7 21 12 0 0 40 608
8:30 AM 192 99 18 0 0 309 13 56 42 0 1 111 27 18 106 0 0 151 14 17 15 0 0 46 617
8:45 AM 154 93 17 0 0 264 6 65 33 0 0 104 17 17 102 0 0 136 11 22 24 0 0 57 561
Total 699 401 55 0 0 1155 41 250 147 0 1 438 95 79 415 0 0 589 42 70 69 0 0 181 2363

***BREAK***

4:00 PM 148 87 13 0 0 248 12 107 35 0 3 154 49 35 229 0 0 313 31 26 27 0 1 84 799
4:15 PM 147 98 14 0 0 259 15 112 31 0 1 158 65 43 219 0 1 327 42 38 20 0 0 100 844
4:30 PM 147 79 21 0 0 247 17 117 36 0 3 170 49 40 235 0 0 324 19 23 27 0 0 69 810
4:45 PM 154 91 23 0 0 268 17 156 30 0 2 203 67 39 247 0 0 353 30 34 21 0 1 85 909
Total 596 355 71 0 0 1022 61 492 132 0 9 685 230 157 930 0 1 1317 122 121 95 0 2 338 3362

5:00 PM 145 82 14 0 0 241 15 147 40 0 1 202 46 47 258 0 0 351 24 35 32 0 1 91 885
5:15 PM 155 84 22 0 0 261 17 151 29 0 5 197 71 48 279 0 0 398 32 45 36 0 0 113 969
5:30 PM 167 95 14 0 0 276 19 154 26 0 0 199 56 39 290 0 0 385 34 49 28 0 0 111 971
5:45 PM 154 99 21 0 1 274 19 127 29 0 2 175 58 39 250 0 0 347 35 43 30 0 1 108 904
Total 621 360 71 0 1 1052 70 579 124 0 8 773 231 173 1077 0 0 1481 125 172 126 0 2 423 3729

Grand Total 2639 1669 251 0 1 4559 190 1540 562 0 21 2292 640 477 2793 0 4 3910 329 425 326 0 5 1080 11841
Apprch % 57.9 36.6 5.5 0.0 0.0 8.3 67.2 24.5 0.0 0.9 16.4 12.2 71.4 0.0 0.1 30.5 39.4 30.2 0.0 0.5
Total % 22.3 14.1 2.1 0.0 0.0 38.5 1.6 13.0 4.7 0.0 0.2 19.4 5.4 4.0 23.6 0.0 0.0 33.0 2.8 3.6 2.8 0.0 0.0 9.1
Cars, PU, Vans 2556 1623 247 0 1 4426 186 1498 553 21 2237 633 469 2703 0 3805 324 415 323 5 1062 11530
% Cars, PU, Vans 96.9 97.2 98.4 0.0 100.0 97.1 97.9 97.3 98.4 0.0 100.0 97.6 98.9 98.3 96.8 0.0 0.0 97.3 98.5 97.6 99.1 0.0 100.0 98.3 97.4
Heavy Trucks 83 46 4 0 133 4 42 9 0 55 7 8 90 0 105 5 10 3 0 18 311
%Heavy Trucks 3.1 2.8 1.6 0.0 0.0 2.9 2.1 2.7 1.6 0.0 0.0 2.4 1.1 1.7 3.2 0.0 0.0 2.7 1.5 2.4 0.9 0.0 0.0 1.7 2.6
Project ID: 19-09344-007
Location: SR 42/US 23/N Henry Blvd & SR 138/Lake Spivey P Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
SR 42/US 23/N Henry Blvd SR 42/US 23/N Henry Blvd SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 07:00 AM to 09:00 AM
Peak Hour for Entire Intersection Begins at 07:45 AM

7:45 AM 196 131 10 0 337 5 64 39 0 108 18 28 108 0 154 10 19 8 0 37 636
8:00 AM 180 101 9 0 290 12 62 32 0 106 24 21 98 0 143 10 10 18 0 38 577
8:15 AM 173 108 11 0 292 10 67 40 0 117 27 23 109 0 159 7 21 12 0 40 608
8:30 AM 192 99 18 0 309 13 56 42 0 111 27 18 106 0 151 14 17 15 0 46 617
Total Volume 741 439 48 0 1228 40 249 153 0 442 96 90 421 0 607 41 67 53 0 161 2438
% App. Total 60.3 35.7 3.9 0.0 100 9.0 56.3 34.6 0.0 100 15.8 14.8 69.4 0.0 100 25.5 41.6 32.9 0.0 100
PHF 0.911 0.944 0.954 0.875 0.958
Cars, PU, Vans 718 424 46 0 1188 39 235 151 0 425 96 87 396 0 579 39 63 53 0 155 2347
% Cars, PU, Vans 96.9 96.6 95.8 0.0 96.7 97.5 94.4 98.7 0.0 96.2 100.0 96.7 94.1 0.0 95.4 95.1 94.0 100.0 0.0 96.3 96.3
Heavy Trucks 23 15 2 0 40 1 14 2 0 17 0 3 25 0 28 2 4 0 0 6 91
%Heavy Trucks 3.1 3.4 4.2 0.0 3.3 2.5 5.6 1.3 0.0 3.8 0.0 3.3 5.9 0.0 4.6 4.9 6.0 0.0 0.0 3.7 3.7

PM
SR 42/US 23/N Henry Blvd SR 42/US 23/N Henry Blvd SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 04:00 PM to 06:00 PM
Peak Hour for Entire Intersection Begins at 04:45 PM

4:45 PM 154 91 23 0 268 17 156 30 0 203 67 39 247 0 353 30 34 21 0 85 909
5:00 PM 145 82 14 0 241 15 147 40 0 202 46 47 258 0 351 24 35 32 0 91 885
5:15 PM 155 84 22 0 261 17 151 29 0 197 71 48 279 0 398 32 45 36 0 113 969
5:30 PM 167 95 14 0 276 19 154 26 0 199 56 39 290 0 385 34 49 28 0 111 971
Total Volume 621 352 73 0 1046 68 608 125 0 801 240 173 1074 0 1487 120 163 117 0 400 3734
% App. Total 59.4 33.7 7.0 0.0 100 8.5 75.9 15.6 0.0 100 16.1 11.6 72.2 0.0 100 30.0 40.8 29.3 0.0 100
PHF 0.947 0.986 0.934 0.885 0.961
Cars, PU, Vans 596 346 72 0 1014 68 601 123 0 792 238 173 1050 0 1461 120 161 116 0 397 3664
% Cars, PU, Vans 96.0 98.3 98.6 0.0 96.9 100.0 98.8 98.4 0.0 98.9 99.2 100.0 97.8 0.0 98.3 100.0 98.8 99.1 0.0 99.3 98.1
Heavy Trucks 25 6 1 0 32 0 7 2 0 9 2 0 24 0 26 0 2 1 0 3 70
%Heavy Trucks 4.0 1.7 1.4 0.0 3.1 0.0 1.2 1.6 0.0 1.1 0.8 0.0 2.2 0.0 1.7 0.0 1.2 0.9 0.0 0.8 1.9
Project ID: 19-09344-009
Location: Walter Way & SR 138/Lake Spivey Pkwy/Stockbridge Rd Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
Walter Way Walter Way SR 138/Lake Spivey Pkwy/Stockbridge Rd SR 138/Lake Spivey Pkwy/Stockbridge Rd
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
7:00 AM 6 0 3 0 0 9 0 0 1 0 0 1 0 108 4 0 0 112 3 216 0 0 0 219 341
7:15 AM 10 1 4 0 0 15 0 1 0 0 0 1 0 129 5 0 0 134 3 257 0 0 0 260 410
7:30 AM 12 0 4 0 0 16 0 0 1 0 0 1 1 148 8 0 0 157 5 229 1 0 0 235 409
7:45 AM 7 0 7 0 0 14 0 0 4 0 0 4 1 156 13 0 0 170 3 261 1 0 0 265 453
Total 35 1 18 0 0 54 0 1 6 0 0 7 2 541 30 0 0 573 14 963 2 0 0 979 1613

8:00 AM 11 0 1 0 0 12 1 0 0 0 0 1 0 156 10 0 0 166 6 230 2 0 0 238 417
8:15 AM 9 0 6 0 0 15 0 0 1 0 0 1 1 175 9 0 0 185 7 256 1 0 0 264 465
8:30 AM 21 1 9 0 0 31 0 1 2 0 0 3 1 168 12 0 0 181 9 255 0 0 0 264 479
8:45 AM 12 0 14 0 0 26 0 1 1 0 0 2 2 167 19 0 0 188 7 216 5 0 0 228 444
Total 53 1 30 0 0 84 1 2 4 0 0 7 4 666 50 0 0 720 29 957 8 0 0 994 1805

***BREAK***

4:00 PM 25 1 31 0 0 57 9 1 6 0 0 16 7 321 22 0 0 350 12 209 6 0 0 227 650
4:15 PM 21 3 32 0 0 56 4 0 8 0 0 12 5 311 25 0 0 341 15 222 3 0 0 240 649
4:30 PM 23 0 16 0 0 39 3 3 9 0 0 15 5 332 25 0 0 362 11 210 6 0 0 227 643
4:45 PM 26 1 17 0 0 44 2 3 7 0 0 12 10 365 14 0 0 389 9 242 3 0 0 254 699
Total 95 5 96 0 0 196 18 7 30 0 0 55 27 1329 86 0 0 1442 47 883 18 0 0 948 2641

5:00 PM 15 0 27 0 0 42 5 2 5 0 0 12 2 370 20 0 0 392 10 226 5 0 0 241 687
5:15 PM 27 0 10 0 0 37 2 0 3 0 0 5 4 421 16 1 0 442 13 252 5 0 0 270 754
5:30 PM 17 2 22 0 0 41 1 3 10 0 0 14 7 427 10 0 0 444 12 245 10 0 0 267 766
5:45 PM 10 3 12 0 0 25 2 2 6 0 0 10 10 371 9 0 0 390 6 255 5 0 0 266 691
Total 69 5 71 0 0 145 10 7 24 0 0 41 23 1589 55 1 0 1668 41 978 25 0 0 1044 2898

Grand Total 252 12 215 0 0 479 29 17 64 0 0 110 56 4125 221 1 0 4403 131 3781 53 0 0 3965 8957
Apprch % 52.6 2.5 44.9 0.0 0.0 26.4 15.5 58.2 0.0 0.0 1.3 93.7 5.0 0.0 0.0 3.3 95.4 1.3 0.0 0.0
Total % 2.8 0.1 2.4 0.0 0.0 5.3 0.3 0.2 0.7 0.0 0.0 1.2 0.6 46.1 2.5 0.0 0.0 49.2 1.5 42.2 0.6 0.0 0.0 44.3
Cars, PU, Vans 252 12 215 0 0 479 29 17 64 0 110 56 4125 221 1 4403 131 3781 53 0 3965 8957
% Cars, PU, Vans 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0
Project ID: 19-09344-009
Location: Walter Way & SR 138/Lake Spivey Pkwy/Stockbridg Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
Walter Way Walter Way R 138/Lake Spivey Pkwy/StockbridgeR 138/Lake Spivey Pkwy/Stockbridge
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 07:00 AM to 09:00 AM
Peak Hour for Entire Intersection Begins at 07:45 AM

7:45 AM 7 0 7 0 14 0 0 4 0 4 1 156 13 0 170 3 261 1 0 265 453
8:00 AM 11 0 1 0 12 1 0 0 0 1 0 156 10 0 166 6 230 2 0 238 417
8:15 AM 9 0 6 0 15 0 0 1 0 1 1 175 9 0 185 7 256 1 0 264 465
8:30 AM 21 1 9 0 31 0 1 2 0 3 1 168 12 0 181 9 255 0 0 264 479
Total Volume 48 1 23 0 72 1 1 7 0 9 3 655 44 0 702 25 1002 4 0 1031 1814
% App. Total 66.7 1.4 31.9 0.0 100 11.1 11.1 77.8 0.0 100 0.4 93.3 6.3 0.0 100 2.4 97.2 0.4 0.0 100
PHF 0.581 0.563 0.949 0.973 0.947
Cars, PU, Vans 48 1 23 0 72 1 1 7 0 9 3 655 44 0 702 25 1002 4 0 1031 1814
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0

PM
Walter Way Walter Way R 138/Lake Spivey Pkwy/StockbridgeR 138/Lake Spivey Pkwy/Stockbridge
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 04:00 PM to 06:00 PM
Peak Hour for Entire Intersection Begins at 04:45 PM

4:45 PM 26 1 17 0 44 2 3 7 0 12 10 365 14 0 389 9 242 3 0 254 699
5:00 PM 15 0 27 0 42 5 2 5 0 12 2 370 20 0 392 10 226 5 0 241 687
5:15 PM 27 0 10 0 37 2 0 3 0 5 4 421 16 1 442 13 252 5 0 270 754
5:30 PM 17 2 22 0 41 1 3 10 0 14 7 427 10 0 444 12 245 10 0 267 766
Total Volume 85 3 76 0 164 10 8 25 0 43 23 1583 60 1
1667 44 965 23 0 1032 2906
% App. Total 51.8 1.8 46.3 0.0 100 23.3 18.6 58.1 0.0 100 1.4 95.0 3.6 0.1 100 4.3 93.5 2.2 0.0 100
PHF 0.932 0.768 0.939 0.956 0.948
Cars, PU, Vans 85 3 76 0 164 10 8 25 0 43 23 1583 60 1 1667 44 965 23 0 1032 2906
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0
Project ID: 19-09344-011
Location: Davidson Pkwy & SR 138/Lake Spivey Pkwy/Stockbridge Rd Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
Davidson Pkwy Davidson Pkwy SR 138/Lake Spivey Pkwy/Stockbridge Rd SR 138/Lake Spivey Pkwy/Stockbridge Rd
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
7:00 AM 52 2 4 0 0 58 6 2 20 0 0 28 12 132 21 0 0 165 2 236 9 0 0 247 498
7:15 AM 46 3 4 0 0 53 2 4 15 0 0 21 14 150 36 0 0 200 0 287 11 0 0 298 572
7:30 AM 74 5 3 0 0 82 6 2 25 0 0 33 22 165 60 0 0 247 5 257 16 0 0 278 640
7:45 AM 45 2 0 0 0 47 4 3 33 2 0 42 19 197 47 0 0 263 2 290 12 0 0 304 656
Total 217 12 11 0 0 240 18 11 93 2 0 124 67 644 164 0 0 875 9 1070 48 0 0 1127 2366

8:00 AM 57 1 5 0 0 63 8 3 22 0 0 33 21 171 32 0 0 224 5 227 14 0 0 246 566
8:15 AM 55 0 5 0 0 60 9 1 22 0 0 32 22 187 47 0 0 256 4 269 19 0 0 292 640
8:30 AM 68 5 8 0 0 81 17 2 30 0 0 49 38 160 37 0 0 235 3 259 12 0 0 274 639
8:45 AM 54 1 4 0 0 59 9 2 22 0 0 33 26 190 44 0 0 260 4 249 12 0 0 265 617
Total 234 7 22 0 0 263 43 8 96 0 0 147 107 708 160 0 0 975 16 1004 57 0 0 1077 2462

***BREAK***

4:00 PM 38 8 13 0 0 59 17 9 53 0 0 79 44 366 60 0 0 470 10 235 13 0 0 258 866
4:15 PM 55 3 16 0 0 74 14 5 52 0 0 71 41 322 71 0 0 434 12 242 14 0 0 268 847
4:30 PM 50 4 3 0 0 57 17 10 53 1 0 81 46 368 60 0 0 474 5 238 11 0 0 254 866
4:45 PM 67 6 15 0 0 88 17 8 45 0 0 70 28 377 65 0 0 470 6 275 21 0 0 302 930
Total 210 21 47 0 0 278 65 32 203 1 0 301 159 1433 256 0 0 1848 33 990 59 0 0 1082 3509

5:00 PM 42 5 7 0 0 54 17 3 40 0 0 60 48 372 90 0 0 510 13 239 19 0 0 271 895
5:15 PM 67 8 10 0 0 85 19 10 54 0 0 83 41 417 89 0 0 547 6 258 6 0 0 270 985
5:30 PM 56 10 11 0 0 77 20 7 50 1 0 78 37 414 82 0 0 533 7 277 18 0 0 302 990
5:45 PM 58 5 15 0 0 78 14 7 44 0 0 65 39 375 74 0 0 488 11 250 18 1 0 280 911
Total 223 28 43 0 0 294 70 27 188 1 0 286 165 1578 335 0 0 2078 37 1024 61 1 0 1123 3781

Grand Total 884 68 123 0 0 1075 196 78 580 4 0 858 498 4363 915 0 0 5776 95 4088 225 1 0 4409 12118
Apprch % 82.2 6.3 11.4 0.0 0.0 22.8 9.1 67.6 0.5 0.0 8.6 75.5 15.8 0.0 0.0 2.2 92.7 5.1 0.0 0.0
Total % 7.3 0.6 1.0 0.0 0.0 8.9 1.6 0.6 4.8 0.0 0.0 7.1 4.1 36.0 7.6 0.0 0.0 47.7 0.8 33.7 1.9 0.0 0.0 36.4
Cars, PU, Vans 884 68 123 0 0 1075 196 78 580 0 858 498 4363 915 0 5776 95 4088 225 0 4409 12118
% Cars, PU, Vans 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0
Project ID: 19-09344-011
Location: Davidson Pkwy & SR 138/Lake Spivey Pkwy/Stockb Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
Davidson Pkwy Davidson Pkwy R 138/Lake Spivey Pkwy/StockbridgeR 138/Lake Spivey Pkwy/Stockbridge
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 07:00 AM to 09:00 AM
Peak Hour for Entire Intersection Begins at 07:30 AM

7:30 AM 74 5 3 0 82 6 2 25 033 22 165 60 0 247 5 257 16 0 278 640
7:45 AM 45 2 0 0 47 4 3 33 242 19 197 47 0 263 2 290 12 0 304 656
8:00 AM 57 1 5 0 63 8 3 22 033 21 171 32 0 224 5 227 14 0 246 566
8:15 AM 55 0 5 0 60 9 1 22 032 22 187 47 0 256 4 269 19 0 292 640
Total Volume 231 8 13 0 252 27 9 102 140
2 84 720 186 0 990 16 1043 61 0 1120 2502
% App. Total 91.7 3.2 5.2 0.0 100 19.3 6.4 72.9 100
1.4 8.5 72.7 18.8 0.0 100 1.4 93.1 5.4 0.0 100
PHF 0.768 0.833 0.941 0.921 0.954
Cars, PU, Vans 231 8 13 0 252 27 9 102 2 140 84 720 186 0 990 16 1043 61 0 1120 2502
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0

PM
Davidson Pkwy Davidson Pkwy R 138/Lake Spivey Pkwy/StockbridgeR 138/Lake Spivey Pkwy/Stockbridge
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 04:00 PM to 06:00 PM
Peak Hour for Entire Intersection Begins at 04:45 PM

4:45 PM 67 6 15 0 88 17 8 45 070 28 377 65 0 470 6 275 21 0 302 930
5:00 PM 42 5 7 0 54 17 3 40 060 48 372 90 0 510 13 239 19 0 271 895
5:15 PM 67 8 10 0 85 19 10 54 083 41 417 89 0 547 6 258 6 0 270 985
5:30 PM 56 10 11 0 77 20 7 50 178 37 414 82 0 533 7 277 18 0 302 990
Total Volume 232 29 43 0 304 73 28 189 291
1 154 1580 326 0 2060 32 1049 64 0 1145 3800
% App. Total 76.3 9.5 14.1 0.0 100 25.1 9.6 64.9 100
0.3 7.5 76.7 15.8 0.0 100 2.8 91.6 5.6 0.0 100
PHF 0.864 0.877 0.941 0.948 0.960
Cars, PU, Vans 232 29 43 0 304 73 28 189 1 291 154 1580 326 0 2060 32 1049 64 0 1145 3800
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0
Project ID: 19-09344-012
Location: I-675 NB Ramps & SR 138/Lake Spivey Pkwy Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
I-675 NB Ramps I-675 NB Ramps SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
7:00 AM 5 0 22 0 0 27 0 0 0 0 0 0 104 150 0 0 0 254 0 231 68 0 0 299 580
7:15 AM 4 0 29 0 0 33 0 0 0 0 0 0 109 165 0 0 0 274 0 285 79 0 0 364 671
7:30 AM 10 0 32 0 0 42 0 0 0 0 0 0 125 213 0 0 0 338 0 254 87 0 0 341 721
7:45 AM 14 0 29 0 0 43 0 0 0 0 0 0 133 224 0 0 0 357 0 300 68 0 0 368 768
Total 33 0 112 0 0 145 0 0 0 0 0 0 471 752 0 0 0 1223 0 1070 302 0 0 1372 2740

8:00 AM 7 0 28 0 0 35 0 0 0 0 0 0 86 204 0 1 0 291 0 255 64 0 0 319 645
8:15 AM 12 1 44 0 0 57 0 0 0 0 0 0 78 211 0 0 0 289 0 277 64 0 0 341 687
8:30 AM 4 0 39 0 0 43 0 0 0 0 0 0 78 201 0 0 0 279 0 284 78 0 0 362 684
8:45 AM 12 0 37 0 0 49 0 0 0 0 0 0 69 230 0 0 0 299 0 247 66 0 0 313 661
Total 35 1 148 0 0 184 0 0 0 0 0 0 311 846 0 1 0 1158 0 1063 272 0 0 1335 2677

***BREAK***

4:00 PM 12 0 54 0 0 66 0 0 0 0 0 0 72 407 0 0 0 479 0 254 61 0 0 315 860
4:15 PM 12 0 59 0 0 71 0 0 0 0 0 0 81 373 0 0 0 454 0 294 71 0 0 365 890
4:30 PM 12 0 51 0 0 63 0 0 0 0 0 0 73 424 0 0 0 497 0 270 71 0 0 341 901
4:45 PM 9 0 31 0 0 40 0 0 0 0 0 0 87 446 0 0 0 533 0 307 67 0 0 374 947
Total 45 0 195 0 0 240 0 0 0 0 0 0 313 1650 0 0 0 1963 0 1125 270 0 0 1395 3598

5:00 PM 14 0 38 0 0 52 0 0 0 0 0 0 93 470 0 0 0 563 0 249 72 0 0 321 936
5:15 PM 13 1 44 0 0 58 0 0 0 0 0 0 77 507 0 0 0 584 0 317 62 0 0 379 1021
5:30 PM 9 0 35 0 0 44 0 0 0 0 0 0 85 489 0 0 0 574 0 320 64 0 0 384 1002
5:45 PM 12 0 37 0 0 49 0 0 0 0 0 0 103 442 0 0 0 545 0 310 49 0 0 359 953
Total 48 1 154 0 0 203 0 0 0 0 0 0 358 1908 0 0 0 2266 0 1196 247 0 0 1443 3912

Grand Total 161 2 609 0 0 772 0 0 0 0 0 0 1453 5156 0 1 0 6610 0 4454 1091 0 0 5545 12927
Apprch % 20.9 0.3 78.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 22.0 78.0 0.0 0.0 0.0 0.0 80.3 19.7 0.0 0.0
Total % 1.2 0.0 4.7 0.0 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 11.2 39.9 0.0 0.0 0.0 51.1 0.0 34.5 8.4 0.0 0.0 42.9
Cars, PU, Vans 161 2 609 0 0 772 0 0 0 0 0 1453 5156 0 1 6610 0 4454 1091 0 5545 12927
% Cars, PU, Vans 100.0 100.0 100.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 100.0 0.0 0.0 100.0 100.0
Project ID: 19-09344-012
Location: I-675 NB Ramps & SR 138/Lake Spivey Pkwy Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
I-675 NB Ramps I-675 NB Ramps SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 07:00 AM to 09:00 AM
Peak Hour for Entire Intersection Begins at 07:30 AM

7:30 AM 10 0 32 0 42 0 0 0 0 0 125 213 0 0 338 0 254 87 0 341 721
7:45 AM 14 0 29 0 43 0 0 0 0 0 133 224 0 0 357 0 300 68 0 368 768
8:00 AM 7 0 28 0 35 0 0 0 0 0 86 204 0 1 291 0 255 64 0 319 645
8:15 AM 12 1 44 0 57 0 0 0 0 0 78 211 0 0 289 0 277 64 0 341 687
Total Volume 43 1 133 0 177 0 0 0 0 0 422 852 0 11275 0 1086 283 0 1369 2821
% App. Total 24.3 0.6 75.1 0.0 100 0.0 0.0 0.0 0.0 0 33.1 66.8 0.0 0.1 100 0.0 79.3 20.7 0.0 100
PHF 0.776 0.893 0.930 0.918
Cars, PU, Vans 43 1 133 0 177 0 0 0 0 0 422 852 0 1 1275 0 1086 283 0 1369 2821
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 100.0 100.0 0.0 100.0 100.0 0.0 100.0 100.0

PM
I-675 NB Ramps I-675 NB Ramps SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 04:00 PM to 06:00 PM
Peak Hour for Entire Intersection Begins at 05:00 PM

5:00 PM 14 0 38 0 52 0 0 0 0 0 93 470 0 0 563 0 249 72 0 321 936
5:15 PM 13 1 44 0 58 0 0 0 0 0 77 507 0 0 584 0 317 62 0 379 1021
5:30 PM 9 0 35 0 44 0 0 0 0 0 85 489 0 0 574 0 320 64 0 384 1002
5:45 PM 12 0 37 0 49 0 0 0 0 0 103 442 0 0 545 0 310 49 0 359 953
Total Volume 48 1 154 0 203 0 0 0 0 0 358 1908 0 0 2266 0 1196 247 0 1443 3912
% App. Total 23.6 0.5 75.9 0.0 100 0.0 0.0 0.0 0.0 0 15.8 84.2 0.0 0.0 100 0.0 82.9 17.1 0.0 100
PHF 0.875 0.970 0.939 0.958
Cars, PU, Vans 48 1 154 0 203 0 0 0 0 0 358 1908 0 0 2266 0 1196 247 0 1443 3912
% Cars, PU, Vans 100.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 0.0 0.0 100.0 0.0 100.0 100.0 0.0 100.0 100.0
Project ID: 19-09344-013
Location: I-675 SB Ramps & SR 138/Lake Spivey Pkwy Day: Thursday
City: Stockbridge Date: 05/09/2019

Groups Printed - Cars, PU, Vans - Heavy Trucks
I-675 SB Ramps I-675 SB Ramps SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Left Thru Rgt Uturn Peds App. Total Int. Total
7:00 AM 0 0 0 0 0 0 29 0 83 0 0 112 0 228 13 0 0 241 23 204 0 0 0 227 580
7:15 AM 0 0 0 0 0 0 34 0 84 0 0 118 0 246 19 0 0 265 42 249 0 0 0 291 674
7:30 AM 0 0 0 0 0 0 28 0 126 0 0 154 0 305 16 0 0 321 25 234 0 0 0 259 734
7:45 AM 0 0 0 0 0 0 51 0 115 0 0 166 0 300 17 0 0 317 27 291 0 0 0 318 801
Total 0 0 0 0 0 0 142 0 408 0 0 550 0 1079 65 0 0 1144 117 978 0 0 0 1095 2789

8:00 AM 0 0 0 0 0 0 46 0 115 0 0 161 0 261 9 0 0 270 17 250 0 0 0 267 698
8:15 AM 0 0 0 0 0 0 47 1 101 0 0 149 0 233 11 0 0 244 18 262 0 0 0 280 673
8:30 AM 0 0 0 0 0 0 43 0 84 0 0 127 0 233 9 0 0 242 42 252 0 0 0 294 663
8:45 AM 0 0 0 0 0 0 37 0 87 0 0 124 0 277 11 0 0 288 33 230 0 0 0 263 675
Total 0 0 0 0 0 0 173 1 387 0 0 561 0 1004 40 0 0 1044 110 994 0 0 0 1104 2709

***BREAK***

4:00 PM 0 0 0 0 0 0 99 0 120 0 0 219 0 377 15 0 0 392 24 252 0 0 0 276 887
4:15 PM 0 0 0 0 0 0 78 2 130 0 0 210 0 380 8 0 0 388 30 268 0 0 0 298 896
4:30 PM 0 0 0 0 0 0 78 1 134 0 0 213 0 431 21 0 0 452 19 258 0 0 0 277 942
4:45 PM 0 0 0 0 0 0 110 2 128 0 0 240 0 409 12 0 0 421 40 272 0 0 0 312 973
Total 0 0 0 0 0 0 365 5 512 0 0 882 0 1597 56 0 0 1653 113 1050 0 0 0 1163 3698

5:00 PM 0 0 0 0 0 0 134 1 124 0 0 259 0 451 12 0 0 463 19 256 0 0 0 275 997
5:15 PM 0 0 0 0 0 0 102 1 144 0 0 247 0 480 10 0 0 490 21 306 0 0 0 327 1064
5:30 PM 0 0 0 0 0 0 128 2 160 0 0 290 0 448 19 0 0 467 26 293 0 0 0 319 1076
5:45 PM 0 0 0 0 0 0 99 0 151 0 0 250 0 444 17 0 0 461 30 292 0 0 0 322 1033
Total 0 0 0 0 0 0 463 4 579 0 0 1046 0 1823 58 0 0 1881 96 1147 0 0 0 1243 4170

Grand Total 0 0 0 0 0 0 1143 10 1886 0 0 3039 0 5503 219 0 0 5722 436 4169 0 0 0 4605 13366
Apprch % 0.0 0.0 0.0 0.0 0.0 37.6 0.3 62.1 0.0 0.0 0.0 96.2 3.8 0.0 0.0 9.5 90.5 0.0 0.0 0.0
Total % 0.0 0.0 0.0 0.0 0.0 0.0 8.6 0.1 14.1 0.0 0.0 22.7 0.0 41.2 1.6 0.0 0.0 42.8 3.3 31.2 0.0 0.0 0.0 34.5
Cars, PU, Vans 0 0 0 0 0 0 1143 10 1886 0 3039 0 5503 219 0 5722 436 4169 0 0 4605 13366
% Cars, PU, Vans 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 100.0 0.0 0.0 100.0 0.0 100.0 100.0 0.0 0.0 100.0 100.0 100.0 0.0 0.0 0.0 100.0 100.0
Project ID: 19-09344-013
Location: I-675 SB Ramps & SR 138/Lake Spivey Pkwy Day: Thursday
City: Stockbridge PEAK HOURS Date: 05/09/2019
AM
I-675 SB Ramps I-675 SB Ramps SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 07:00 AM to 09:00 AM
Peak Hour for Entire Intersection Begins at 07:15 AM

7:15 AM 0 0 0 0 0 34 0 84 0 118 0 246 19 0 265 42 249 0 0 291 674
7:30 AM 0 0 0 0 0 28 0 126 0 154 0 305 16 0 321 25 234 0 0 259 734
7:45 AM 0 0 0 0 0 51 0 115 0 166 0 300 17 0 317 27 291 0 0 318 801
8:00 AM 0 0 0 0 0 46 0 115 0 161 0 261 9 0 270 17 250 0 0 267 698
Total Volume 0 0 0 0 0 159 0 440 0 599 0 1112 61 0 1173 111 1024 0 0 1135 2907
% App. Total 0.0 0.0 0.0 0.0 0 26.5 0.0 73.5 0.0 100 0.0 94.8 5.2 0.0 100 9.8 90.2 0.0 0.0 100
PHF 0.902 0.914 0.892 0.907
Cars, PU, Vans 0 0 0 0 0 159 0 440 0 599 0 1112 61 0 1173 111 1024 0 0 1135 2907
% Cars, PU, Vans 0.0 0.0 0.0 0.0 0.0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 100.0 0.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0

PM
I-675 SB Ramps I-675 SB Ramps SR 138/Lake Spivey Pkwy SR 138/Lake Spivey Pkwy
Northbound Southbound Eastbound Westbound
Start Time Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Left Thru Rgt Uturn App. Total Int. Total
Peak Hour Analysis from 04:00 PM to 06:00 PM
Peak Hour for Entire Intersection Begins at 05:00 PM

5:00 PM 0 0 0 0 0 134 1 124 0 259 0 451 12 0 463 19 256 0 0 275 997
5:15 PM 0 0 0 0 0 102 1 144 0 247 0 480 10 0 490 21 306 0 0 327 1064
5:30 PM 0 0 0 0 0 128 2 160 0 290 0 448 19 0 467 26 293 0 0 319 1076
5:45 PM 0 0 0 0 0 99 0 151 0 250 0 444 17 0 461 30 292 0 0 322 1033
Total Volume 0 0 0 0 0 463 4 579 0 1046 0 1823 58 0 1881 96 1147 0 0 1243 4170
% App. Total 0.0 0.0 0.0 0.0 0 44.3 0.4 55.4 0.0 100 0.0 96.9 3.1 0.0 100 7.7 92.3 0.0 0.0 100
PHF 0.902 0.960 0.950 0.969
Cars, PU, Vans 0 0 0 0 0 463 4 579 0 1046 0 1823 58 0 1881 96 1147 0 0 1243 4170
% Cars, PU, Vans 0.0 0.0 0.0 0.0 0.0 100.0 100.0 100.0 0.0 100.0 0.0 100.0 100.0 0.0 100.0 100.0 100.0 0.0 0.0 100.0 100.0
INPUT INPUT INPUT INPUT
Put figure title here --> Historic Volumes Existing Volumes Balancing Volumes Existing Volumes
Put figure # here -->
Davidson Pkwy & Walter Way Historic Year 2019
Node # 1 Existing Year 2021
Turning Mvmt AM PM AM PM AM PM AM PM Growth Rate 1.5%
SBL 12 67 12 69 0 0 12 69
SBT 7 8 7 8 0 0 7 8
SBR 2 3 2 3 0 0 2 3
SBU 0 0 0 0 0 0 0 0
NBL 51 29 53 30 0 0 53 30
NBT 7 4 7 4 0 0 7 4
NBR 120 16 124 16 0 0 124 16
NBU 0 0 0 0 0 0 0 0
EBL 4 1 4 1 0 0 4 1
EBT 105 64 108 66 0 0 108 66
EBR 36 8 37 8 0 0 37 8
EBU 0 0 0 0 0 0 0 0
WBL 10 2 10 2 0 0 10 2
WBT 179 57 184 59 0 0 184 59
WBR 43 15 44 15 0 0 44 15
WBU 0 0 0 0 0 0 0 0
Davidson Pkwy & N. Henry Blvd
Node # 2
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 9 41 9 42 0 0 9 42
SBT 620 1654 639 1704 0 0 639 1704
SBR 24 82 25 84 0 0 25 84
SBU 0 0 0 0 0 0 0 0
NBL 81 97 83 100 0 0 83 100
NBT 1281 969 1320 998 0 0 1320 998
NBR 25 40 26 41 0 0 26 41
NBU 0 0 0 0 0 0 0 0
EBL 25 22 26 23 0 0 26 23
EBT 3 3 3 3 0 0 3 3
EBR 63 107 65 110 0 0 65 110
EBU 0 0 0 0 0 0 0 0
WBL 12 36 12 37 0 0 12 37
WBT 3 2 3 2 0 0 3 2
WBR 16 45 16 46 0 0 16 46
WBU 0 0 0 0 0 0 0 0
N. Henry Blvd & Lake Spivey Pkwy
Node # 3
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 40 68 41 70 0 0 41 70
SBT 249 608 257 626 0 0 257 626
SBR 153 125 158 129 0 0 158 129
SBU 0 0 0 0 0 0 0 0
NBL 741 621 763 640 0 0 763 640
NBT 439 352 452 363 0 0 452 363
NBR 48 73 49 75 0 0 49 75
NBU 0 0 0 0 0 0 0 0
EBL 96 240 99 247 0 0 99 247
EBT 90 173 93 178 0 0 93 178
EBR 421 1074 434 1106 0 0 434 1106
EBU 0 0 0 0 0 0 0 0
WBL 41 120 42 124 0 0 42 124
WBT 67 163 69 168 0 0 69 168
WBR 53 117 55 121 0 0 55 121
WBU 0 0 0 0 0 0 0 0
Walter Way & Lake Spivey Pkwy
Node # 4
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 1 10 1 10 0 0 1 10
SBT 1 8 1 8 0 0 1 8
SBR 7 25 7 26 0 0 7 26
SBU 0 0 0 0 0 0 0 0
NBL 48 85 49 88 0 0 49 88
NBT 1 3 1 3 0 0 1 3
NBR 23 76 24 78 0 0 24 78
NBU 0 0 0 0 0 0 0 0
EBL 3 23 3 24 0 0 3 24
EBT 655 1583 675 1631 0 0 675 1631
EBR 44 60 45 62 0 0 45 62
EBU 0 0 0 0 0 0 0 0
WBL 25 44 26 45 0 0 26 45
WBT 1002 965 1032 994 0 0 1032 994
WBR 4 23 4 24 0 0 4 24
WBU 0 0 0 0 0 0 0 0
Davidson Pkwy & Lake Spivey Pkwy
Node # 5
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 27 20 28 21 0 0 28 21
SBT 9 7 9 7 0 0 9 7
SBR 102 50 105 52 0 0 105 52
SBU 2 1 2 1 0 0 2 1
NBL 231 56 238 58 0 0 238 58
NBT 8 10 8 10 0 0 8 10
NBR 13 11 13 11 0 0 13 11
NBU 0 0 0 0 0 0 0 0
EBL 84 154 87 159 0 0 87 159
EBT 720 1580 742 1628 0 22 742 1650
EBR 186 326 192 336 0 0 192 336
EBU 0 0 0 0 0 0 0 0
WBL 16 32 16 33 0 0 16 33
WBT 1043 1049 1075 1081 31 295 1106 1376
WBR 61 64 63 66 0 0 63 66
WBU 0 0 0 0 0 0 0 0
I-675 NB Ramps & Lake Spivey Pkwy
Node # 6
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0
SBU 0 0 0 0 0 0 0 0
NBL 12 48 12 49 0 0 12 49
NBT 1 1 1 1 0 0 1 1
NBR 44 154 45 159 0 0 45 159
NBU 0 0 0 0 0 0 0 0
EBL 422 358 435 369 0 0 435 369
EBT 852 1908 878 1966 98 20 976 1986
EBR 0 0 0 0 0 0 0 0
EBU 1 0 1 0 0 0 1 0
WBL 0 0 0 0 0 0 0 0
WBT 1086 1196 1119 1232 38 0 1157 1232
WBR 283 247 292 254 0 0 292 254
WBU 0 0 0 0 0 0 0 0
I-675 SB Ramps & Lake Spivey Pkwy
Node # 7
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 159 463 164 477 0 0 164 477
SBT 0 4 0 4 0 0 0 4
SBR 440 579 453 597 0 0 453 597
SBU 0 0 0 0 0 0 0 0
NBL 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0
NBU 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0
EBT 1112 1823 1146 1878 101 0 1247 1878
EBR 61 58 63 60 0 0 63 60
EBU 0 0 0 0 0 0 0 0
WBL 111 96 114 99 0 0 114 99
WBT 1024 1147 1055 1182 0 0 1055 1182
WBR 0 0 0 0 0 0 0 0
WBU 0 0 0 0 0 0 0 0
Davidson Pkwy & Site Dwy
Node # 8
Turning Mvmt AM PM AM PM AM PM AM PM
SBL 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0
SBU 0 0 0 0 0 0 0 0
NBL 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0
NBU 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0
EBT 145 73 149 75 0 0 149 75
EBR 0 0 0 0 0 0 0 0
EBU 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0
WBT 232 89 239 92 0 0 239 92
WBR 0 0 0 0 0 0 0 0
WBU 0 0 0 0 0 0 0 0
HISTORICAL TRAFFIC COUNTS
Davidson Parkway Commerse Center
Henry County (Stockbridge), Georgia

GDOT AADT Forecast Compounded Growth Rate
Location Counter ID
2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2021 2024 2021-2024 Percent
I-675 N of Lake Spivey Parkway 063-0367 55,600 56,400 56,800 57,100 61,700 64,181 66,618 1.25% 39.45%
Lake Spivey Pkwy E of Davidson Pkwy 151-0256 31,600 18,600 18,400 18,300 18,300 30,400 30,100 29,068 31,206 2.39% 18.48%
Lake Spivey Pkwy W of Davidson Pkwy 063-0127 38,400 32,300 32,800 29,100 29,100 31,600 33,000 29,610 28,533 -1.23% 16.90%
N. Henry Blvd N oy Lake Spivey Pkwy 151-0365 12,900 13,700 13,400 14,100 14,100 14,900 15,500 16,220 17,066 1.71% 10.11%
N. Henry Blvd S oy Lake Spivey Pkwy 151-0363 30,900 30,400 29,900 29,800 29,100 19,900 33,100 26,453 25,438 -1.30% 15.06%
165,532 168,861 0.7% 100.00%
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0000151_0256 - 151-0256 Site Data FHWA Vehicle Classification
Description: CL STOCKBRIDGE INTO
County: Henry
Route number: 00013800 1. Motorcycles 0.35%
2 axles, 2 or 3 wheels.
LRS section: 1511013800
Functional class: 3U - Principal Arterial - Other (Urban) 2. Passenger cars 83.42%
Coordinates: 33.5535942513693, -84.2620898727794 2 axles. Can have 1- or 2-axle
trailers.

3. Pickups, panels, vans 12.75%
Count History
2-axle, 4-tire single units. Can
have 1- or 2-axle trailers.

Year Month Count type Duration Count 4. Buses 0.19%
2- or 3-axle, full length.
2019 October Class 48 hours 32738
5. Single-unit trucks 2.55%
2015 June Class 48 hours 33506
2-axle, 6-tire, (dual rear tires),
2011 July Class 48 hours 30090 single-unit trucks.

2011 June Class 48 hours 9428 6. Single-unit trucks 0.27%
3-axle, single-unit trucks.

7. Single-unit trucks 0.05%
4 or more axle, single-unit
trucks.

8. Single-trailer trucks 0.16%
3- or 4-axle, single-trailer
trucks.
Annual Statistics
9. Single-trailer trucks 0.20%
Data Item 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 5-axle, single-trailer trucks.

10. Single-trailer trucks 0.02%
Statistics type - - - - - Actual Estimated Estimated Estimated Actual
6 or more axle, single-trailer
AADT 31600 18600 18400 18300 18300 30400 31400 33200 33100 30100 trucks.

K-Factor - - - - - 0.083 0.083 - - 0.082 11. Multi-trailer trucks 0.00%
5 or less axle, multi-trailer
D-Factor - - - - - 0.600 0.600 - - 0.610
trucks.
Future AADT - - - - - - 37700 41800 45100 58100
12. Multi-trailer trucks 0%
6-axle, multi-trailer trucks.

13. Multi-trailer trucks 0.03%
7 or more axle, multi-trailer
trucks.

1 of 1 4/27/2021, 3:05 AM
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0000063_0367 - 063-0367 Average Hourly Volume - No data available
Site Data
County: Clayton
Route number: 00041300
LRS section: 0631041300
Functional class: 1U - Interstate (Urban)
Coordinates: 33.5656, -84.2728

Count History

Year Month Count type Duration Count

No data available in table

Count History - No data available

Annual Statistics

Data Item 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

Statistics type - - - - - Calculated Calculated Calculated Calculated Calculated

AADT 55600 56400 56800 - 57100 59900 61700 66800 66200 67700

Future AADT - - - - - - 74300 - 88700 96300

1 of 1 4/27/2021, 3:01 AM
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0000063_0127 - 063-0127 Site Data FHWA Vehicle Classification
Description: UPH 063-0125-0
County: Clayton
Route number: 00013800 1. Motorcycles 0.27%
2 axles, 2 or 3 wheels.
LRS section: 0631013800
Functional class: 3U - Principal Arterial - Other (Urban) 2. Passenger cars 81.88%
Coordinates: 33.553809612935, -84.2654137214238 2 axles. Can have 1- or 2-axle
trailers.

3. Pickups, panels, vans 14.56%
Count History
2-axle, 4-tire single units. Can
have 1- or 2-axle trailers.

Year Month Count type Duration Count 4. Buses 0.28%
2- or 3-axle, full length.
2019 October Class 48 hours 35226
5. Single-unit trucks 2.09%
2015 October Class 48 hours 34422
2-axle, 6-tire, (dual rear tires),
2013 October Class 48 hours 31974 single-unit trucks.

2011 July Volume 48 hours 33025 6. Single-unit trucks 0.34%
3-axle, single-unit trucks.
2009 August Volume 48 hours 40637
7. Single-unit trucks 0.05%
4 or more axle, single-unit
trucks.

8. Single-trailer trucks 0.19%
3- or 4-axle, single-trailer
trucks.
Annual Statistics
9. Single-trailer trucks 0.28%
Data Item 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 5-axle, single-trailer trucks.

10. Single-trailer trucks 0.03%
Statistics type - - - - - Actual Estimated Estimated Estimated Actual
6 or more axle, single-trailer
AADT 38400 32300 32800 29100 29100 31600 32600 34500 34400 33000 trucks.

K-Factor - - - 0.070 0.070 0.084 0.084 - - 0.080 11. Multi-trailer trucks 0%
5 or less axle, multi-trailer
D-Factor - - - 0.500 0.500 0.600 0.600 - - 0.590
trucks.
Future AADT - - - - - - 34100 44200 43400 41600
12. Multi-trailer trucks 0%
6-axle, multi-trailer trucks.

13. Multi-trailer trucks 0.02%
7 or more axle, multi-trailer
trucks.

1 of 1 4/27/2021, 3:04 AM
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0000151_0365 - 151-0365 Site Data FHWA Vehicle Classification
Description: SRT 013800 L
County: Henry
Route number: 00004200 1. Motorcycles 0.06%
2 axles, 2 or 3 wheels.
LRS section: 1511004200
Functional class: 3U - Principal Arterial - Other (Urban) 2. Passenger cars 76.19%
Coordinates: 33.5630747076405, -84.2610498465062 2 axles. Can have 1- or 2-axle
trailers.

3. Pickups, panels, vans 19.71%
Count History
2-axle, 4-tire single units. Can
have 1- or 2-axle trailers.

Year Month Count type Duration Count 4. Buses 0.28%
2- or 3-axle, full length.
2019 January Class 48 hours 15504
5. Single-unit trucks 2.38%
2015 June Class 48 hours 15866
2-axle, 6-tire, (dual rear tires),
2013 April Class 48 hours 15942 single-unit trucks.

2011 June Volume 48 hours 14676 6. Single-unit trucks 0.67%
3-axle, single-unit trucks.
2009 September Volume 48 hours 14258
7. Single-unit trucks 0.01%
4 or more axle, single-unit
trucks.

8. Single-trailer trucks 0.30%
3- or 4-axle, single-trailer
trucks.
Annual Statistics
9. Single-trailer trucks 0.39%
Data Item 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 5-axle, single-trailer trucks.

10. Single-trailer trucks 0.01%
Statistics type - - - - - Actual Estimated Estimated Estimated Actual
6 or more axle, single-trailer
AADT 12900 13700 13400 14100 14100 14900 15400 16300 16300 15500 trucks.

K-Factor - - - 0.090 0.090 0.092 0.092 - - 0.089 11. Multi-trailer trucks 0.00%
5 or less axle, multi-trailer
D-Factor - - - 0.600 0.600 0.600 0.600 - - 0.590
trucks.
Future AADT - - - - - - 16600 20500 24400 23600
12. Multi-trailer trucks 0%
6-axle, multi-trailer trucks.

13. Multi-trailer trucks 0.00%
7 or more axle, multi-trailer
trucks.

1 of 1 4/27/2021, 3:07 AM
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0000151_0363 - 151-0363 Site Data FHWA Vehicle Classification
Description: CSX 058411
County: Henry
Route number: 00004200 1. Motorcycles 0.21%
2 axles, 2 or 3 wheels.
LRS section: 1511004200
Functional class: 3U - Principal Arterial - Other (Urban) 2. Passenger cars 81.08%
Coordinates: 33.55051131, -84.25575775 2 axles. Can have 1- or 2-axle
trailers.

3. Pickups, panels, vans 15.08%
Count History
2-axle, 4-tire single units. Can
have 1- or 2-axle trailers.

Year Month Count type Duration Count 4. Buses 0.25%
2- or 3-axle, full length.
2020 June Class 48 hours 31672
5. Single-unit trucks 1.91%
2018 October Class 48 hours 36150
2-axle, 6-tire, (dual rear tires),
2016 June Class 48 hours 35222 single-unit trucks.

2014 April Class 48 hours 32558 6. Single-unit trucks 0.63%
3-axle, single-unit trucks.
2010 July Class 48 hours 33240
7. Single-unit trucks 0.05%
4 or more axle, single-unit
trucks.

8. Single-trailer trucks 0.33%
3- or 4-axle, single-trailer
trucks.
Annual Statistics
9. Single-trailer trucks 0.39%
Data Item 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 5-axle, single-trailer trucks.

10. Single-trailer trucks 0.03%
Statistics type - - - - - Estimated Actual Estimated Actual Estimated
6 or more axle, single-trailer
AADT 30900 30400 29900 29800 29100 30100 19500 20600 33100 33400 trucks.

K-Factor - - - - 0.089 0.089 0.149 - 0.089 0.089 11. Multi-trailer trucks 0.00%
5 or less axle, multi-trailer
D-Factor - - - - 0.600 0.600 0.700 - 0.600 0.600
trucks.
Future AADT - - - - - - 30100 23000 41700 42000
12. Multi-trailer trucks 0%
6-axle, multi-trailer trucks.

13. Multi-trailer trucks 0.03%
7 or more axle, multi-trailer
trucks.

1 of 1 4/27/2021, 3:06 AM
APPENDIX C
TRIP
GENERATION

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
Trip Generation Summary - 2021043.00 - Davidson Parkway Commerce Center DRI - Full Build (Stockbridge, GA)
(730,700 SF - Equation)

Warehouse Distribution Center (150 LUC) Project Trips
Total Inbound Outbound
Personal Vehicles Daily 798 399 399
AM Peak Hour 98 79 19
PM Peak Hour 94 20 74
Trucks Daily 402 201 201
AM Peak Hour 15 8 7
PM Peak Hour 22 11 11
Total Trips Generated Daily 1,200 600 600
AM Peak Hour 113 87 26
PM Peak Hour 116 31 85
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:39 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:40 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:40 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:41 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:41 AM
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V E RS I O N: 5. 0 ( UP DATE S ) | D ATA : T RI P G E N M A N UA L , 10 T H E DI T IO N + S U PP LE M EN T | T E R M S A ND C O N DI T I O N S | P RI VAC Y | I TE M A RKE TP L AC E © CO PY R I G H T 2 0 21 | DE VE L O PE D I N CO LL AB O RATI O N W I T H TR ANS O FT S O L UTI O NS I N C .

1 of 1 4/27/2021, 12:42 AM
APPENDIX D
SYNCHRO
REPORTS

Traffic Impact Study for
Davidson Parkway Commerce Center – City of Stockbridge, Henry County, Georgia
HCM 6th AWSC 2021 Existing Conditions
1: Walter Way & Davidson Pkwy Timing Plan: AM Peak

Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 108 37 10 184 44 53 7 124 12 7 2
Future Vol, veh/h 4 108 37 10 184 44 53 7 124 12 7 2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 120 41 11 204 49 59 8 138 13 8 2
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 9.5 10.6 9.4 8.6
HCM LOS A B A A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 29% 100% 0% 100% 0% 57%
Vol Thru, % 4% 0% 74% 0% 81% 33%
Vol Right, % 67% 0% 26% 0% 19% 10%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 184 4 145 10 228 21
LT Vol 53 4 0 10 0 12
Through Vol 7 0 108 0 184 7
RT Vol 124 0 37 0 44 2
Lane Flow Rate 204 4 161 11 253 23
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.266 0.007 0.231 0.018 0.36 0.035
Departure Headway (Hd) 4.685 5.85 5.165 5.749 5.11 5.343
Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 763 609 691 620 699 665
Service Time 2.735 3.616 2.931 3.509 2.869 3.419
HCM Lane V/C Ratio 0.267 0.007 0.233 0.018 0.362 0.035
HCM Control Delay 9.4 8.7 9.5 8.6 10.7 8.6
HCM Lane LOS A A A A B A
HCM 95th-tile Q 1.1 0 0.9 0.1 1.6 0.1

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2021 Existing Conditions
2: N. Henry Blvd (US23-GA 42) & Davidson Pkwy/Retail Drwy Timing Plan: AM Peak

Intersection
Int Delay, s/veh 7.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 3 65 12 3 16 83 1320 26 9 639 25
Future Vol, veh/h 26 3 65 12 3 16 83 1320 26 9 639 25
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 0 - 175 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 29 3 72 13 3 18 92 1467 29 10 710 28

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1663 2424 369 2028 2409 734 738 0 0 1496 0 0
Stage 1 744 744 - 1651 1651 - - - - - - -
Stage 2 919 1680 - 377 758 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 64 32 628 34 32 363 864 - - 444 - -
Stage 1 373 420 - 103 155 - - - - - - -
Stage 2 292 150 - 616 413 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 50 28 628 25 28 363 864 - - 444 - -
Mov Cap-2 Maneuver 50 28 - 25 28 - - - - - - -
Stage 1 333 410 - 92 139 - - - - - - -
Stage 2 242 134 - 529 404 - - - - - - -

Approach EB WB NB SB
HCM Control Delay, s 99.6 178.1 0.6 0.2
HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 864 - - 129 49 444 - -
HCM Lane V/C Ratio 0.107 - - 0.81 0.703 0.023 - -
HCM Control Delay (s) 9.7 - - 99.6 178.1 13.3 - -
HCM Lane LOS A - - F F B - -
HCM 95th %tile Q(veh) 0.4 - - 4.9 2.8 0.1 - -

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
3: N. Henry Blvd (US23-GA 42) & Lake Spivey Blvd/Wal-Mart Drwy Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 99 93 434 42 69 55 763 452 49 41 257 158
Future Volume (veh/h) 99 93 434 42 69 55 763 452 49 41 257 158
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 110 103 482 47 77 0 848 502 0 46 286 176
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 230 216 1576 164 172 1107 882 144 428 256
Arrive On Green 0.08 0.08 0.08 0.09 0.09 0.00 0.32 0.47 0.00 0.05 0.20 0.20
Sat Flow, veh/h 942 882 2790 1781 1870 1585 3456 1870 1585 1781 2138 1279
Grp Volume(v), veh/h 213 0 482 47 77 0 848 502 0 46 236 226
Grp Sat Flow(s),veh/h/ln 1823 0 1395 1781 1870 1585 1728 1870 1585 1781 1777 1640
Q Serve(g_s), s 15.6 0.0 0.0 3.4 5.5 0.0 30.9 27.1 0.0 0.0 17.2 17.9
Cycle Q Clear(g_c), s 15.6 0.0 0.0 3.4 5.5 0.0 30.9 27.1 0.0 0.0 17.2 17.9
Prop In Lane 0.52 1.00 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 446 0 1576 164 172 1107 882 144 355 328
V/C Ratio(X) 0.48 0.00 0.31 0.29 0.45 0.77 0.57 0.32 0.66 0.69
Avail Cap(c_a), veh/h 446 0 1576 242 254 1135 882 159 355 328
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.97 0.00 0.97 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 55.8 0.0 20.4 59.3 60.2 0.0 42.9 26.7 0.0 63.3 51.7 52.0
Incr Delay (d2), s/veh 3.5 0.0 0.5 0.9 1.8 0.0 3.1 2.7 0.0 1.3 9.5 11.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.1 0.0 5.1 1.6 2.7 0.0 13.3 12.3 0.0 1.6 8.4 8.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 0.0 20.9 60.2 62.0 0.0 46.0 29.4 0.0 64.6 61.1 63.2
LnGrp LOS E A C E E D C E E E
Approach Vol, veh/h 695 124 A 1350 A 508
Approach Delay, s/veh 32.7 61.3 39.8 62.3
Approach LOS C E D E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 39.3 49.8 33.0 17.9 11.8 71.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 26.0 45.0 27.0 18.0 7.0 65.0
Max Q Clear Time (g_c+I1), s 17.6 32.9 19.9 7.5 2.0 29.1
Green Ext Time (p_c), s 2.1 2.7 1.5 0.3 0.0 3.1
Intersection Summary
HCM 6th Ctrl Delay 43.2
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
4: Walter Way/Retail Drwy & Lake Spivey Blvd Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 3 675 45 26 1032 4 49 1 24 1 1 7
Future Volume (veh/h) 3 675 45 26 1032 4 49 1 24 1 1 7
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 3 750 50 29 1147 4 54 1 27 1 1 8
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 605 2198 146 811 2310 1030 133 2 103 81 12 93
Arrive On Green 0.36 1.00 1.00 0.18 0.65 0.65 0.06 0.06 0.06 0.06 0.06 0.06
Sat Flow, veh/h 1781 3381 225 1781 3554 1585 1274 24 1585 1382 179 1433
Grp Volume(v), veh/h 3 394 406 29 1147 4 55 0 27 1 0 9
Grp Sat Flow(s),veh/h/ln 1781 1777 1830 1781 1777 1585 1298 0 1585 1382 0 1612
Q Serve(g_s), s 0.0 0.0 0.0 0.0 23.4 0.1 5.3 0.0 2.3 0.1 0.0 0.7
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 23.4 0.1 6.1 0.0 2.3 6.2 0.0 0.7
Prop In Lane 1.00 0.12 1.00 1.00 0.98 1.00 1.00 0.89
Lane Grp Cap(c), veh/h 605 1155 1189 811 2310 1030 135 0 103 81 0 104
V/C Ratio(X) 0.00 0.34 0.34 0.04 0.50 0.00 0.41 0.00 0.26 0.01 0.00 0.09
Avail Cap(c_a), veh/h 605 1155 1189 811 2310 1030 286 0 272 228 0 276
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.94 0.94 0.94 0.56 0.56 0.56 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 6.3 0.0 0.0 2.2 12.7 8.6 64.4 0.0 62.3 67.1 0.0 61.6
Incr Delay (d2), s/veh 0.0 0.8 0.7 0.0 0.4 0.0 2.0 0.0 1.3 0.1 0.0 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.1 8.6 0.0 2.0 0.0 1.0 0.0 0.0 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.3 0.8 0.7 2.2 13.1 8.6 66.4 0.0 63.6 67.1 0.0 61.9
LnGrp LOS A A A A B A E A E E A E
Approach Vol, veh/h 803 1180 82 10
Approach Delay, s/veh 0.8 12.8 65.5 62.4
Approach LOS A B E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 29.9 96.0 14.1 29.9 96.0 14.1
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 9.0 90.0 23.0 9.0 90.0 23.0
Max Q Clear Time (g_c+I1), s 2.0 2.0 8.2 2.0 25.4 8.1
Green Ext Time (p_c), s 0.0 5.2 0.0 0.0 10.1 0.2
Intersection Summary
HCM 6th Ctrl Delay 10.5
HCM 6th LOS B

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 87 742 192 16 1106 63 238 8 13 28 9 105
Future Volume (vph) 87 742 192 16 1106 63 238 8 13 28 9 105
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 300 150 100 450 0 0 0 0
Storage Lanes 1 1 1 1 1 1 0 1
Taper Length (ft) 25 100 100 100
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.955 0.964
Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1681 1690 1583 0 1796 1583
Flt Permitted 0.139 0.282 0.950 0.955 0.964
Satd. Flow (perm) 259 3539 1583 525 3539 1583 1681 1690 1583 0 1796 1583
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 25 25
Link Distance (ft) 522 1106 542 448
Travel Time (s) 7.9 16.8 14.8 12.2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 97 824 213 18 1229 70 264 9 14 31 10 117
Shared Lane Traffic (%) 48%
Lane Group Flow (vph) 97 824 213 18 1229 70 137 136 14 0 41 117
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Free Split NA Perm
Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 2 6 6 Free 4
Detector Phase 5 2 2 1 6 6 8 8 4 4 4
Switch Phase
Minimum Initial (s) 7.0 12.0 12.0 7.0 12.0 12.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s) 13.0 24.0 24.0 13.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0
Total Split (s) 14.0 77.0 77.0 13.0 76.0 76.0 26.0 26.0 24.0 24.0 24.0
Total Split (%) 10.0% 55.0% 55.0% 9.3% 54.3% 54.3% 18.6% 18.6% 17.1% 17.1% 17.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max C-Max None None None None None
Act Effct Green (s) 90.5 86.9 86.9 86.7 78.7 78.7 17.1 17.1 140.0 15.8 15.8
Actuated g/C Ratio 0.65 0.62 0.62 0.62 0.56 0.56 0.12 0.12 1.00 0.11 0.11
v/c Ratio 0.38 0.38 0.22 0.05 0.62 0.08 0.67 0.66 0.01 0.20 0.66
Control Delay 9.5 5.8 6.0 4.2 7.0 4.8 74.4 73.8 0.0 57.3 76.3
Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 9.5 6.0 6.0 4.2 7.1 4.8 74.4 73.8 0.0 57.3 76.3
LOS A A A A A A E E A E E
Approach Delay 6.3 6.9 70.5 71.4
Approach LOS A A E E
Queue Length 50th (ft) 10 61 25 3 115 11 127 126 0 34 103
Queue Length 95th (ft) 21 106 64 m6 105 18 200 197 0 71 168

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 442 1026 462 368
Turn Bay Length (ft) 300 150 100 450
Base Capacity (vph) 265 2196 982 396 1989 889 252 253 1583 243 214
Starvation Cap Reductn 0 592 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 21 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.37 0.51 0.22 0.05 0.62 0.08 0.54 0.54 0.01 0.17 0.55
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 16.5 Intersection LOS: B
Intersection Capacity Utilization 62.4% ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Davidson Pkwy & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
6: I-675 NB Off-Ramp/I-675 NB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 435 976 0 0 1157 292 12 1 45 0 0 0
Future Volume (veh/h) 435 976 0 0 1157 292 12 1 45 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 483 1084 0 0 1286 324 13 1 50
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 844 3112 0 0 1574 702 88 7 84
Arrive On Green 0.40 0.88 0.00 0.00 0.89 0.89 0.05 0.05 0.05
Sat Flow, veh/h 1781 3647 0 0 3647 1585 1660 128 1585
Grp Volume(v), veh/h 483 1084 0 0 1286 324 14 0 50
Grp Sat Flow(s),veh/h/ln 1781 1777 0 0 1777 1585 1787 0 1585
Q Serve(g_s), s 16.6 7.6 0.0 0.0 21.0 5.5 1.0 0.0 4.3
Cycle Q Clear(g_c), s 16.6 7.6 0.0 0.0 21.0 5.5 1.0 0.0 4.3
Prop In Lane 1.00 0.00 0.00 1.00 0.93 1.00
Lane Grp Cap(c), veh/h 844 3112 0 0 1574 702 95 0 84
V/C Ratio(X) 0.57 0.35 0.00 0.00 0.82 0.46 0.15 0.00 0.60
Avail Cap(c_a), veh/h 844 3112 0 0 1574 702 243 0 215
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.67 0.67 0.00 0.00 0.74 0.74 1.00 0.00 1.00
Uniform Delay (d), s/veh 24.7 1.6 0.0 0.0 5.7 4.8 63.3 0.0 64.8
Incr Delay (d2), s/veh 0.6 0.2 0.0 0.0 3.6 1.6 0.7 0.0 6.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.3 1.1 0.0 0.0 3.4 1.6 0.5 0.0 1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.4 1.8 0.0 0.0 9.3 6.4 64.0 0.0 71.4
LnGrp LOS C A A A A A E A E
Approach Vol, veh/h 1567 1610 64
Approach Delay, s/veh 9.0 8.7 69.8
Approach LOS A A E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 127.6 60.6 67.0 12.4
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 110.0 43.0 61.0 18.0
Max Q Clear Time (g_c+I1), s 9.6 18.6 23.0 6.3
Green Ext Time (p_c), s 9.3 1.5 13.2 0.1
Intersection Summary
HCM 6th Ctrl Delay 10.1
HCM 6th LOS B

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 0 1247 63 114 1055 0 0 0 0 164 0 453
Future Volume (vph) 0 1247 63 114 1055 0 0 0 0 164 0 453
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 200 0 0 0 600 600
Storage Lanes 0 0 1 0 0 0 1 2
Taper Length (ft) 100 100 100 100
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.88
Frt 0.993 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 0 3514 0 1770 3539 0 0 0 0 1681 1681 2787
Flt Permitted 0.101 0.950 0.950
Satd. Flow (perm) 0 3514 0 188 3539 0 0 0 0 1681 1681 2787
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 45 45
Link Distance (ft) 653 794 606 926
Travel Time (s) 9.9 12.0 9.2 14.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 0 1386 70 127 1172 0 0 0 0 182 0 503
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 0 1456 0 127 1172 0 0 0 0 91 91 503
Turn Type NA pm+pt NA Split NA Prot
Protected Phases 2 1 6 4 4 4
Permitted Phases 6
Detector Phase 2 1 6 4 4 4
Switch Phase
Minimum Initial (s) 12.0 7.0 12.0 7.0 7.0 7.0
Minimum Split (s) 24.0 13.0 24.0 24.0 24.0 24.0
Total Split (s) 82.0 17.0 99.0 41.0 41.0 41.0
Total Split (%) 58.6% 12.1% 70.7% 29.3% 29.3% 29.3%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None
Act Effct Green (s) 81.5 98.5 98.5 31.5 31.5 31.5
Actuated g/C Ratio 0.58 0.70 0.70 0.22 0.22 0.22
v/c Ratio 0.71 0.48 0.47 0.24 0.24 0.80
Control Delay 24.0 18.2 0.5 44.9 44.9 61.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.0 18.2 0.6 44.9 44.9 61.4
LOS C B A D D E
Approach Delay 24.0 2.3 57.0
Approach LOS C A E
Queue Length 50th (ft) 483 37 1 71 71 246
Queue Length 95th (ft) 610 m88 2 121 121 309

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 573 714 526 846
Turn Bay Length (ft) 200 600 600
Base Capacity (vph) 2045 267 2489 432 432 716
Starvation Cap Reductn 0 0 183 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.71 0.48 0.51 0.21 0.21 0.70
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 128 (91%), Referenced to phase 2:EBT and 6:WBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 22.4 Intersection LOS: C
Intersection Capacity Utilization 74.4% ICU Level of Service D
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th AWSC 2021 Existing Conditions
1: Walter Way & Davidson Pkwy Timing Plan: PM Peak

Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 66 8 2 59 15 30 4 16 69 8 3
Future Vol, veh/h 1 66 8 2 59 15 30 4 16 69 8 3
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 73 9 2 66 17 33 4 18 77 9 3
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 8.2 8.1 7.7 8.2
HCM LOS A A A A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 60% 100% 0% 100% 0% 86%
Vol Thru, % 8% 0% 89% 0% 80% 10%
Vol Right, % 32% 0% 11% 0% 20% 4%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 50 1 74 2 74 80
LT Vol 30 1 0 2 0 69
Through Vol 4 0 66 0 59 8
RT Vol 16 0 8 0 15 3
Lane Flow Rate 56 1 82 2 82 89
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.068 0.002 0.111 0.003 0.11 0.113
Departure Headway (Hd) 4.379 5.449 4.871 5.45 4.805 4.56
Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 821 659 738 659 748 788
Service Time 2.392 3.165 2.587 3.165 2.52 2.572
HCM Lane V/C Ratio 0.068 0.002 0.111 0.003 0.11 0.113
HCM Control Delay 7.7 8.2 8.2 8.2 8.1 8.2
HCM Lane LOS A A A A A A
HCM 95th-tile Q 0.2 0 0.4 0 0.4 0.4

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2021 Existing Conditions
2: N. Henry Blvd (US23-GA 42) & Davidson Pkwy/Retail Drwy Timing Plan: PM Peak

Intersection
Int Delay, s/veh 514.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 23 3 110 37 2 46 100 998 41 42 1704 84
Future Vol, veh/h 23 3 110 37 2 46 100 998 41 42 1704 84
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 0 - 175 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 26 3 122 41 2 51 111 1109 46 47 1893 93

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2812 3411 993 2373 3411 555 1986 0 0 1155 0 0
Stage 1 2034 2034 - 1331 1331 - - - - - - -
Stage 2 778 1377 - 1042 2080 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~8 7 244 ~ 18 7 475 287 - - 601 - -
Stage 1 59 99 - 163 222 - - - - - - -
Stage 2 355 211 - 246 94 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~3 4 244 ~2 4 475 287 - - 601 - -
Mov Cap-2 Maneuver ~3 4 - ~2 4 - - - - - - -
Stage 1 36 91 - 100 136 - - - - - - -
Stage 2 191 129 - 109 87 - - - - - - -

Approach EB WB NB SB
HCM Control Delay, $s 4579.4 $ 11946.1 2.2 0.3
HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 287 - - 15 4 601 - -
HCM Lane V/C Ratio 0.387 - - 10.074 23.611 0.078 - -
HCM Control Delay (s) 25.3 - $- 4579.4
$ 11946.1 11.5 - -
HCM Lane LOS D - - F F B - -
HCM 95th %tile Q(veh) 1.8 - - 19.9 13.9 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
3: N. Henry Blvd (US23-GA 42) & Lake Spivey Blvd/Wal-Mart Drwy Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 247 178 1106 124 168 121 640 363 75 70 626 129
Future Volume (veh/h) 247 178 1106 124 168 121 640 363 75 70 626 129
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 274 198 1229 138 187 0 711 403 0 78 696 143
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 294 212 1375 216 227 741 748 230 713 146
Arrive On Green 0.09 0.09 0.09 0.12 0.12 0.00 0.21 0.40 0.00 0.06 0.24 0.24
Sat Flow, veh/h 1055 762 2790 1781 1870 1585 3456 1870 1585 1781 2936 603
Grp Volume(v), veh/h 472 0 1229 138 187 0 711 403 0 78 421 418
Grp Sat Flow(s),veh/h/ln 1818 0 1395 1781 1870 1585 1728 1870 1585 1781 1777 1762
Q Serve(g_s), s 36.1 0.0 30.4 10.3 13.7 0.0 28.5 23.1 0.0 0.0 32.9 33.0
Cycle Q Clear(g_c), s 36.1 0.0 30.4 10.3 13.7 0.0 28.5 23.1 0.0 0.0 32.9 33.0
Prop In Lane 0.58 1.00 1.00 1.00 1.00 1.00 1.00 0.34
Lane Grp Cap(c), veh/h 506 0 1375 216 227 741 748 230 432 428
V/C Ratio(X) 0.93 0.00 0.89 0.64 0.82 0.96 0.54 0.34 0.98 0.98
Avail Cap(c_a), veh/h 506 0 1375 242 254 741 748 230 432 428
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.64 0.00 0.64 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 62.3 0.0 45.0 58.6 60.0 0.0 54.4 32.1 0.0 56.9 52.6 52.6
Incr Delay (d2), s/veh 19.3 0.0 6.3 4.7 17.7 0.0 23.7 2.8 0.0 0.9 37.7 38.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 20.3 0.0 12.1 5.0 7.7 0.0 14.5 10.7 0.0 2.6 18.8 18.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 81.5 0.0 51.2 63.2 77.7 0.0 78.1 34.9 0.0 57.7 90.3 90.7
LnGrp LOS F A D E E E C E F F
Approach Vol, veh/h 1701 325 A 1114 A 917
Approach Delay, s/veh 59.6 71.5 62.5 87.7
Approach LOS E E E F
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 44.0 35.0 39.0 22.0 13.0 61.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 36.0 29.0 33.0 18.0 7.0 55.0
Max Q Clear Time (g_c+I1), s 38.1 30.5 35.0 15.7 2.0 25.1
Green Ext Time (p_c), s 0.0 0.0 0.0 0.4 0.1 2.3
Intersection Summary
HCM 6th Ctrl Delay 67.7
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
4: Walter Way/Retail Drwy & Lake Spivey Blvd Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 24 1631 62 45 994 24 88 3 78 10 8 26
Future Volume (veh/h) 24 1631 62 45 994 24 88 3 78 10 8 26
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 27 1812 69 50 1104 27 98 3 87 11 9 29
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 467 2419 92 359 2462 1098 186 4 193 91 47 152
Arrive On Green 0.16 1.00 1.00 0.08 0.69 0.69 0.12 0.12 0.12 0.12 0.12 0.12
Sat Flow, veh/h 1781 3491 132 1781 3554 1585 1111 34 1585 1307 389 1255
Grp Volume(v), veh/h 27 917 964 50 1104 27 101 0 87 11 0 38
Grp Sat Flow(s),veh/h/ln 1781 1777 1847 1781 1777 1585 1145 0 1585 1307 0 1644
Q Serve(g_s), s 0.0 0.0 0.0 0.0 19.4 0.7 9.9 0.0 7.1 1.2 0.0 2.9
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 19.4 0.7 12.8 0.0 7.1 14.0 0.0 2.9
Prop In Lane 1.00 0.07 1.00 1.00 0.97 1.00 1.00 0.76
Lane Grp Cap(c), veh/h 467 1231 1279 359 2462 1098 190 0 193 91 0 200
V/C Ratio(X) 0.06 0.74 0.75 0.14 0.45 0.02 0.53 0.00 0.45 0.12 0.00 0.19
Avail Cap(c_a), veh/h 467 1231 1279 359 2462 1098 219 0 226 118 0 235
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.61 0.61 0.61 0.25 0.25 0.25 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 9.1 0.0 0.0 4.6 9.6 6.7 61.1 0.0 57.2 66.4 0.0 55.3
Incr Delay (d2), s/veh 0.0 2.5 2.6 0.0 0.1 0.0 2.3 0.0 1.7 0.6 0.0 0.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 0.9 0.9 0.3 6.8 0.2 3.6 0.0 2.9 0.4 0.0 1.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.1 2.5 2.6 4.7 9.7 6.7 63.4 0.0 58.8 67.0 0.0 55.8
LnGrp LOS A A A A A A E A E E A E
Approach Vol, veh/h 1908 1181 188 49
Approach Delay, s/veh 2.6 9.4 61.3 58.3
Approach LOS A A E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 16.0 102.0 22.0 16.0 102.0 22.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 7.0 96.0 19.0 7.0 96.0 19.0
Max Q Clear Time (g_c+I1), s 2.0 2.0 16.0 2.0 21.4 14.8
Green Ext Time (p_c), s 0.0 26.2 0.0 0.0 9.7 0.3
Intersection Summary
HCM 6th Ctrl Delay 9.2
HCM 6th LOS A

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

HCM 6th Edition cannot analyze u-turn movements.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT
Lane Configurations
Traffic Volume (vph) 159 1650 336 33 1376 66 58 10 11 1 21 7
Future Volume (vph) 159 1650 336 33 1376 66 58 10 11 1 21 7
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 300 150 100 450 0 0 0
Storage Lanes 1 1 1 1 1 1 0
Taper Length (ft) 25 100 100 100
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.966 0.964
Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1681 1709 1583 0 0 1796
Flt Permitted 0.101 0.057 0.950 0.966 0.964
Satd. Flow (perm) 188 3539 1583 106 3539 1583 1681 1709 1583 0 0 1796
Right Turn on Red No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 25 25
Link Distance (ft) 522 1106 542 448
Travel Time (s) 7.9 16.8 14.8 12.2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 177 1833 373 37 1529 73 64 11 12 1 23 8
Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 177 1833 373 37 1529 73 37 38 12 0 0 32
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Free Perm Split NA
Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 2 6 6 Free 4
Detector Phase 5 2 2 1 6 6 8 8 4 4 4
Switch Phase
Minimum Initial (s) 7.0 12.0 12.0 7.0 12.0 12.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s) 13.0 24.0 24.0 13.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0
Total Split (s) 18.0 79.0 79.0 13.0 74.0 74.0 24.0 24.0 24.0 24.0 24.0
Total Split (%) 12.9% 56.4% 56.4% 9.3% 52.9% 52.9% 17.1% 17.1% 17.1% 17.1% 17.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max C-Max None None None None None
Act Effct Green (s) 108.7 99.3 99.3 99.2 91.2 91.2 9.8 9.8 140.0 11.6
Actuated g/C Ratio 0.78 0.71 0.71 0.71 0.65 0.65 0.07 0.07 1.00 0.08
v/c Ratio 0.62 0.73 0.33 0.22 0.66 0.07 0.31 0.32 0.01 0.21
Control Delay 31.1 11.1 6.7 10.0 6.3 4.3 68.3 68.3 0.0 62.0
Queue Delay 0.0 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.1 11.7 7.1 10.0 6.3 4.3 68.3 68.3 0.0 62.0
LOS C B A A A A E E A E
Approach Delay 12.5 6.3 58.9 67.6
Approach LOS B A E E
Queue Length 50th (ft) 43 401 102 3 121 10 34 35 0 28
Queue Length 95th (ft) m105 698 m160 m15 181 18 73 74 0 61

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group SBR
Lane Configurations
Traffic Volume (vph) 52
Future Volume (vph) 52
Ideal Flow (vphpl) 1900
Storage Length (ft) 0
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1583
Flt Permitted
Satd. Flow (perm) 1583
Right Turn on Red No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Peak Hour Factor 0.90
Adj. Flow (vph) 58
Shared Lane Traffic (%)
Lane Group Flow (vph) 58
Turn Type Perm
Protected Phases
Permitted Phases 4
Detector Phase 4
Switch Phase
Minimum Initial (s) 7.0
Minimum Split (s) 24.0
Total Split (s) 24.0
Total Split (%) 17.1%
Yellow Time (s) 4.0
All-Red Time (s) 2.0
Lost Time Adjust (s) -1.0
Total Lost Time (s) 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None
Act Effct Green (s) 11.6
Actuated g/C Ratio 0.08
v/c Ratio 0.44
Control Delay 70.8
Queue Delay 0.0
Total Delay 70.8
LOS E
Approach Delay
Approach LOS
Queue Length 50th (ft) 51
Queue Length 95th (ft) 97

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT
Internal Link Dist (ft) 442 1026 462 368
Turn Bay Length (ft) 300 150 100 450
Base Capacity (vph) 293 2510 1123 170 2306 1031 228 231 1583 243
Starvation Cap Reductn 0 311 356 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 21 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.60 0.83 0.49 0.22 0.67 0.07 0.16 0.16 0.01 0.13
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 9 (6%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 12.2 Intersection LOS: B
Intersection Capacity Utilization 72.5% ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Davidson Pkwy & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group SBR
Internal Link Dist (ft)
Turn Bay Length (ft)
Base Capacity (vph) 214
Starvation Cap Reductn 0
Spillback Cap Reductn 0
Storage Cap Reductn 0
Reduced v/c Ratio 0.27
Intersection Summary

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
6: I-675 NB Off-Ramp/I-675 NB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 369 1986 0 0 1232 254 49 1 159 0 0 0
Future Volume (veh/h) 369 1986 0 0 1232 254 49 1 159 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 410 2207 0 0 1369 282 54 1 177
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 449 2829 0 0 2299 1025 232 4 210
Arrive On Green 0.23 1.00 0.00 0.00 1.00 1.00 0.13 0.13 0.13
Sat Flow, veh/h 1781 3647 0 0 3647 1585 1750 32 1585
Grp Volume(v), veh/h 410 2207 0 0 1369 282 55 0 177
Grp Sat Flow(s),veh/h/ln 1781 1777 0 0 1777 1585 1783 0 1585
Q Serve(g_s), s 11.7 0.0 0.0 0.0 0.0 0.0 3.9 0.0 15.3
Cycle Q Clear(g_c), s 11.7 0.0 0.0 0.0 0.0 0.0 3.9 0.0 15.3
Prop In Lane 1.00 0.00 0.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 449 2829 0 0 2299 1025 236 0 210
V/C Ratio(X) 0.91 0.78 0.00 0.00 0.60 0.28 0.23 0.00 0.84
Avail Cap(c_a), veh/h 705 2829 0 0 2299 1025 280 0 249
HCM Platoon Ratio 2.00 2.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.16 0.16 0.00 0.00 0.72 0.72 1.00 0.00 1.00
Uniform Delay (d), s/veh 9.3 0.0 0.0 0.0 0.0 0.0 54.4 0.0 59.3
Incr Delay (d2), s/veh 2.2 0.4 0.0 0.0 0.8 0.5 0.5 0.0 19.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.6 0.1 0.0 0.0 0.3 0.1 1.7 0.0 7.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.5 0.4 0.0 0.0 0.8 0.5 54.9 0.0 79.0
LnGrp LOS B A A A A A D A E
Approach Vol, veh/h 2617 1651 232
Approach Delay, s/veh 2.1 0.8 73.3
Approach LOS A A E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 116.5 20.9 95.6 23.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 107.0 35.0 66.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 13.7 2.0 17.3
Green Ext Time (p_c), s 43.5 1.2 15.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 5.3
HCM 6th LOS A

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2021 Existing Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 0 1878 60 99 1182 0 0 0 0 477 4 597
Future Volume (vph) 0 1878 60 99 1182 0 0 0 0 477 4 597
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 200 0 0 0 600 600
Storage Lanes 0 0 1 0 0 0 1 2
Taper Length (ft) 100 100 100 100
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.88
Frt 0.995 0.850
Flt Protected 0.950 0.950 0.953
Satd. Flow (prot) 0 3522 0 1770 3539 0 0 0 0 1681 1686 2787
Flt Permitted 0.044 0.950 0.953
Satd. Flow (perm) 0 3522 0 82 3539 0 0 0 0 1681 1686 2787
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 45 45
Link Distance (ft) 653 794 606 926
Travel Time (s) 9.9 12.0 9.2 14.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 0 2087 67 110 1313 0 0 0 0 530 4 663
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 0 2154 0 110 1313 0 0 0 0 265 269 663
Turn Type NA pm+pt NA Split NA Prot
Protected Phases 2 1 6 4 4 4
Permitted Phases 6
Detector Phase 2 1 6 4 4 4
Switch Phase
Minimum Initial (s) 12.0 7.0 12.0 7.0 7.0 7.0
Minimum Split (s) 24.0 13.0 24.0 24.0 24.0 24.0
Total Split (s) 90.0 13.0 103.0 37.0 37.0 37.0
Total Split (%) 64.3% 9.3% 73.6% 26.4% 26.4% 26.4%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None
Act Effct Green (s) 85.0 98.0 98.0 32.0 32.0 32.0
Actuated g/C Ratio 0.61 0.70 0.70 0.23 0.23 0.23
v/c Ratio 1.01 0.72 0.53 0.69 0.70 1.04
Control Delay 48.8 42.5 7.2 60.0 60.5 98.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 48.8 42.5 7.2 60.0 60.5 98.4
LOS D D A E E F
Approach Delay 48.8 9.9 81.4
Approach LOS D A F
Queue Length 50th (ft) ~1013 32 124 234 238 ~369
Queue Length 95th (ft) #1211 m82 131 343 347 #506

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2021 Existing Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 573 714 526 846
Turn Bay Length (ft) 200 600 600
Base Capacity (vph) 2138 153 2477 384 385 637
Starvation Cap Reductn 0 0 79 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.01 0.72 0.55 0.69 0.70 1.04
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 122 (87%), Referenced to phase 2:EBT and 6:WBTL, Start of Green
Natural Cycle: 140
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.04
Intersection Signal Delay: 45.4 Intersection LOS: D
Intersection Capacity Utilization 85.5% ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th AWSC 2024 No-Build Conditions
1: Walter Way & Davidson Pkwy Timing Plan: AM Peak

Intersection
Intersection Delay, s/veh 10.1
Intersection LOS B

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 113 39 10 192 46 55 7 130 13 7 2
Future Vol, veh/h 4 113 39 10 192 46 55 7 130 13 7 2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 126 43 11 213 51 61 8 144 14 8 2
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 9.7 10.9 9.6 8.7
HCM LOS A B A A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 29% 100% 0% 100% 0% 59%
Vol Thru, % 4% 0% 74% 0% 81% 32%
Vol Right, % 68% 0% 26% 0% 19% 9%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 192 4 152 10 238 22
LT Vol 55 4 0 10 0 13
Through Vol 7 0 113 0 192 7
RT Vol 130 0 39 0 46 2
Lane Flow Rate 213 4 169 11 264 24
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.281 0.007 0.244 0.018 0.378 0.037
Departure Headway (Hd) 4.734 5.892 5.206 5.786 5.146 5.419
Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 755 603 684 615 695 655
Service Time 2.789 3.667 2.981 3.555 2.914 3.503
HCM Lane V/C Ratio 0.282 0.007 0.247 0.018 0.38 0.037
HCM Control Delay 9.6 8.7 9.7 8.7 11 8.7
HCM Lane LOS A A A A B A
HCM 95th-tile Q 1.2 0 1 0.1 1.8 0.1

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2024 No-Build Conditions
2: N. Henry Blvd (US23-GA 42) & Davidson Pkwy/Retail Drwy Timing Plan: AM Peak

Intersection
Int Delay, s/veh 10.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 27 3 68 13 3 17 87 1380 27 9 668 26
Future Vol, veh/h 27 3 68 13 3 17 87 1380 27 9 668 26
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 0 - 175 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 30 3 76 14 3 19 97 1533 30 10 742 29

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1739 2534 386 2120 2518 767 771 0 0 1563 0 0
Stage 1 777 777 - 1727 1727 - - - - - - -
Stage 2 962 1757 - 393 791 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 56 27 612 29 28 345 840 - - 419 - -
Stage 1 356 405 - 92 142 - - - - - - -
Stage 2 275 137 - 603 399 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 42 23 612 20 24 345 840 - - 419 - -
Mov Cap-2 Maneuver 42 23 - 20 24 - - - - - - -
Stage 1 315 395 - 81 126 - - - - - - -
Stage 2 224 121 - 512 389 - - - - - - -

Approach EB WB NB SB
HCM Control Delay, s 152.9 269.8 0.6 0.2
HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 840 - - 111 40 419 - -
HCM Lane V/C Ratio 0.115 - - 0.981 0.917 0.024 - -
HCM Control Delay (s) 9.8 - - 152.9 269.8 13.8 - -
HCM Lane LOS A - - F F B - -
HCM 95th %tile Q(veh) 0.4 - - 6.3 3.5 0.1 - -

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
3: N. Henry Blvd (US23-GA 42) & Lake Spivey Blvd/Wal-Mart Drwy Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 104 97 454 44 72 58 798 473 51 43 269 165
Future Volume (veh/h) 104 97 454 44 72 58 798 473 51 43 269 165
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 116 108 504 49 80 0 887 526 0 48 299 183
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 230 214 1576 164 173 1109 882 139 428 255
Arrive On Green 0.08 0.08 0.08 0.09 0.09 0.00 0.32 0.47 0.00 0.05 0.20 0.20
Sat Flow, veh/h 944 879 2790 1781 1870 1585 3456 1870 1585 1781 2141 1276
Grp Volume(v), veh/h 224 0 504 49 80 0 887 526 0 48 247 235
Grp Sat Flow(s),veh/h/ln 1823 0 1395 1781 1870 1585 1728 1870 1585 1781 1777 1641
Q Serve(g_s), s 16.5 0.0 0.0 3.6 5.7 0.0 32.8 29.0 0.0 0.0 18.1 18.7
Cycle Q Clear(g_c), s 16.5 0.0 0.0 3.6 5.7 0.0 32.8 29.0 0.0 0.0 18.1 18.7
Prop In Lane 0.52 1.00 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 445 0 1576 164 173 1109 882 139 355 328
V/C Ratio(X) 0.50 0.00 0.32 0.30 0.46 0.80 0.60 0.34 0.69 0.72
Avail Cap(c_a), veh/h 445 0 1576 242 254 1135 882 153 355 328
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.97 0.00 0.97 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 56.2 0.0 20.7 59.3 60.3 0.0 43.4 27.2 0.0 63.3 52.0 52.3
Incr Delay (d2), s/veh 3.9 0.0 0.5 1.0 1.9 0.0 4.1 3.0 0.0 1.5 10.7 12.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.6 0.0 5.4 1.7 2.8 0.0 14.3 13.1 0.0 1.7 8.9 8.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.1 0.0 21.2 60.3 62.2 0.0 47.5 30.2 0.0 64.7 62.7 64.9
LnGrp LOS E A C E E D C E E E
Approach Vol, veh/h 728 129 A 1413 A 530
Approach Delay, s/veh 33.2 61.5 41.1 63.9
Approach LOS C E D E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 39.2 49.9 33.0 17.9 11.9 71.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 26.0 45.0 27.0 18.0 7.0 65.0
Max Q Clear Time (g_c+I1), s 18.5 34.8 20.7 7.7 2.0 31.0
Green Ext Time (p_c), s 2.0 2.6 1.4 0.3 0.0 3.3
Intersection Summary
HCM 6th Ctrl Delay 44.3
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
4: Walter Way/Retail Drwy & Lake Spivey Blvd Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 3 706 47 27 1079 4 51 1 25 1 1 7
Future Volume (veh/h) 3 706 47 27 1079 4 51 1 25 1 1 7
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 3 784 52 30 1199 4 57 1 28 1 1 8
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 584 2199 146 792 2310 1030 137 2 106 81 12 96
Arrive On Green 0.35 1.00 1.00 0.18 0.65 0.65 0.07 0.07 0.07 0.07 0.07 0.07
Sat Flow, veh/h 1781 3383 224 1781 3554 1585 1279 22 1585 1381 179 1433
Grp Volume(v), veh/h 3 412 424 30 1199 4 58 0 28 1 0 9
Grp Sat Flow(s),veh/h/ln 1781 1777 1830 1781 1777 1585 1302 0 1585 1381 0 1612
Q Serve(g_s), s 0.0 0.0 0.0 0.0 25.0 0.1 5.6 0.0 2.3 0.1 0.0 0.7
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 25.0 0.1 6.4 0.0 2.3 6.5 0.0 0.7
Prop In Lane 1.00 0.12 1.00 1.00 0.98 1.00 1.00 0.89
Lane Grp Cap(c), veh/h 584 1155 1189 792 2310 1030 138 0 106 81 0 108
V/C Ratio(X) 0.01 0.36 0.36 0.04 0.52 0.00 0.42 0.00 0.26 0.01 0.00 0.08
Avail Cap(c_a), veh/h 584 1155 1189 792 2310 1030 286 0 272 225 0 276
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.92 0.92 0.92 0.52 0.52 0.52 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 6.9 0.0 0.0 2.2 12.9 8.6 64.3 0.0 62.0 67.1 0.0 61.3
Incr Delay (d2), s/veh 0.0 0.8 0.8 0.0 0.4 0.0 2.0 0.0 1.3 0.1 0.0 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.1 9.2 0.0 2.1 0.0 1.0 0.0 0.0 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.9 0.8 0.8 2.2 13.4 8.6 66.3 0.0 63.3 67.1 0.0 61.6
LnGrp LOS A A A A B A E A E E A E
Approach Vol, veh/h 839 1233 86 10
Approach Delay, s/veh 0.8 13.1 65.3 62.1
Approach LOS A B E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 29.6 96.0 14.4 29.6 96.0 14.4
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 9.0 90.0 23.0 9.0 90.0 23.0
Max Q Clear Time (g_c+I1), s 2.0 2.0 8.5 2.0 27.0 8.4
Green Ext Time (p_c), s 0.0 5.5 0.0 0.0 10.9 0.2
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 91 776 201 17 1157 66 249 8 14 29 9 110
Future Volume (vph) 91 776 201 17 1157 66 249 8 14 29 9 110
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 300 150 100 450 0 0 0 0
Storage Lanes 1 1 1 1 1 1 0 1
Taper Length (ft) 25 100 100 100
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.955 0.963
Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1681 1690 1583 0 1794 1583
Flt Permitted 0.124 0.264 0.950 0.955 0.963
Satd. Flow (perm) 231 3539 1583 492 3539 1583 1681 1690 1583 0 1794 1583
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 25 25
Link Distance (ft) 522 1106 542 448
Travel Time (s) 7.9 16.8 14.8 12.2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 101 862 223 19 1286 73 277 9 16 32 10 122
Shared Lane Traffic (%) 48%
Lane Group Flow (vph) 101 862 223 19 1286 73 144 142 16 0 42 122
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Free Split NA Perm
Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 2 6 6 Free 4
Detector Phase 5 2 2 1 6 6 8 8 4 4 4
Switch Phase
Minimum Initial (s) 7.0 12.0 12.0 7.0 12.0 12.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s) 13.0 24.0 24.0 13.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0
Total Split (s) 14.0 77.0 77.0 13.0 76.0 76.0 26.0 26.0 24.0 24.0 24.0
Total Split (%) 10.0% 55.0% 55.0% 9.3% 54.3% 54.3% 18.6% 18.6% 17.1% 17.1% 17.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max C-Max None None None None None
Act Effct Green (s) 89.1 83.7 83.7 85.9 77.9 77.9 17.5 17.5 140.0 16.1 16.1
Actuated g/C Ratio 0.64 0.60 0.60 0.61 0.56 0.56 0.12 0.12 1.00 0.12 0.12
v/c Ratio 0.42 0.41 0.24 0.05 0.65 0.08 0.69 0.67 0.01 0.20 0.67
Control Delay 12.6 6.9 7.0 4.3 7.6 4.9 75.1 74.0 0.0 57.2 77.4
Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 12.6 7.1 7.0 4.3 7.6 4.9 75.1 74.0 0.0 57.2 77.4
LOS B A A A A A E E A E E
Approach Delay 7.6 7.4 70.6 72.2
Approach LOS A A E E
Queue Length 50th (ft) 12 96 47 3 122 12 133 131 0 35 107
Queue Length 95th (ft) 35 111 66 m6 108 18 209 205 0 72 176

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 442 1026 462 368
Turn Bay Length (ft) 300 150 100 450
Base Capacity (vph) 246 2114 946 374 1968 880 252 253 1583 243 214
Starvation Cap Reductn 0 453 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 32 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.41 0.52 0.24 0.05 0.66 0.08 0.57 0.56 0.01 0.17 0.57
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 17.3 Intersection LOS: B
Intersection Capacity Utilization 64.1% ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Davidson Pkwy & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
6: I-675 NB Off-Ramp/I-675 NB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 455 1021 0 0 1210 305 13 1 47 0 0 0
Future Volume (veh/h) 455 1021 0 0 1210 305 13 1 47 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 506 1134 0 0 1344 339 14 1 52
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 829 3110 0 0 1574 702 89 6 85
Arrive On Green 0.40 0.88 0.00 0.00 0.89 0.89 0.05 0.05 0.05
Sat Flow, veh/h 1781 3647 0 0 3647 1585 1668 119 1585
Grp Volume(v), veh/h 506 1134 0 0 1344 339 15 0 52
Grp Sat Flow(s),veh/h/ln 1781 1777 0 0 1777 1585 1787 0 1585
Q Serve(g_s), s 20.0 8.2 0.0 0.0 24.8 6.0 1.1 0.0 4.5
Cycle Q Clear(g_c), s 20.0 8.2 0.0 0.0 24.8 6.0 1.1 0.0 4.5
Prop In Lane 1.00 0.00 0.00 1.00 0.93 1.00
Lane Grp Cap(c), veh/h 829 3110 0 0 1574 702 96 0 85
V/C Ratio(X) 0.61 0.36 0.00 0.00 0.85 0.48 0.16 0.00 0.61
Avail Cap(c_a), veh/h 829 3110 0 0 1574 702 243 0 215
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.62 0.62 0.00 0.00 0.70 0.70 1.00 0.00 1.00
Uniform Delay (d), s/veh 26.7 1.6 0.0 0.0 5.9 4.8 63.2 0.0 64.8
Incr Delay (d2), s/veh 0.8 0.2 0.0 0.0 4.4 1.7 0.8 0.0 7.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 12.3 1.2 0.0 0.0 3.7 1.6 0.5 0.0 2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.5 1.8 0.0 0.0 10.3 6.5 64.0 0.0 71.9
LnGrp LOS C A A A B A E A E
Approach Vol, veh/h 1640 1683 67
Approach Delay, s/veh 9.7 9.5 70.1
Approach LOS A A E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 127.5 60.5 67.0 12.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 110.0 43.0 61.0 18.0
Max Q Clear Time (g_c+I1), s 10.2 22.0 26.8 6.5
Green Ext Time (p_c), s 10.0 1.5 13.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 10.8
HCM 6th LOS B

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 0 1304 66 119 1103 0 0 0 0 171 0 474
Future Volume (vph) 0 1304 66 119 1103 0 0 0 0 171 0 474
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 200 0 0 0 600 600
Storage Lanes 0 0 1 0 0 0 1 2
Taper Length (ft) 100 100 100 100
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.88
Frt 0.993 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 0 3514 0 1770 3539 0 0 0 0 1681 1681 2787
Flt Permitted 0.086 0.950 0.950
Satd. Flow (perm) 0 3514 0 160 3539 0 0 0 0 1681 1681 2787
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 45 45
Link Distance (ft) 653 794 606 926
Travel Time (s) 9.9 12.0 9.2 14.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 0 1449 73 132 1226 0 0 0 0 190 0 527
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 0 1522 0 132 1226 0 0 0 0 95 95 527
Turn Type NA pm+pt NA Split NA Prot
Protected Phases 2 1 6 4 4 4
Permitted Phases 6
Detector Phase 2 1 6 4 4 4
Switch Phase
Minimum Initial (s) 12.0 7.0 12.0 7.0 7.0 7.0
Minimum Split (s) 24.0 13.0 24.0 24.0 24.0 24.0
Total Split (s) 82.0 17.0 99.0 41.0 41.0 41.0
Total Split (%) 58.6% 12.1% 70.7% 29.3% 29.3% 29.3%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None
Act Effct Green (s) 80.8 97.8 97.8 32.2 32.2 32.2
Actuated g/C Ratio 0.58 0.70 0.70 0.23 0.23 0.23
v/c Ratio 0.75 0.53 0.50 0.25 0.25 0.82
Control Delay 25.7 21.7 0.5 44.6 44.6 62.4
Queue Delay 0.0 0.0 0.1 0.0 0.0 0.0
Total Delay 25.7 21.7 0.5 44.6 44.6 62.4
LOS C C A D D E
Approach Delay 25.7 2.6 57.7
Approach LOS C A E
Queue Length 50th (ft) 533 52 0 73 73 257
Queue Length 95th (ft) 657 m95 0 125 125 325

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 573 714 526 846
Turn Bay Length (ft) 200 600 600
Base Capacity (vph) 2028 249 2472 432 432 716
Starvation Cap Reductn 0 0 185 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.75 0.53 0.54 0.22 0.22 0.74
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 128 (91%), Referenced to phase 2:EBT and 6:WBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 23.4 Intersection LOS: C
Intersection Capacity Utilization 77.0% ICU Level of Service D
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th AWSC 2024 No-Build Conditions
1: Walter Way & Davidson Pkwy Timing Plan: PM Peak

Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 69 8 2 62 16 31 4 17 72 8 3
Future Vol, veh/h 1 69 8 2 62 16 31 4 17 72 8 3
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 77 9 2 69 18 34 4 19 80 9 3
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 8.3 8.2 7.7 8.2
HCM LOS A A A A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 60% 100% 0% 100% 0% 87%
Vol Thru, % 8% 0% 90% 0% 79% 10%
Vol Right, % 33% 0% 10% 0% 21% 4%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 52 1 77 2 78 83
LT Vol 31 1 0 2 0 72
Through Vol 4 0 69 0 62 8
RT Vol 17 0 8 0 16 3
Lane Flow Rate 58 1 86 2 87 92
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.071 0.002 0.116 0.003 0.116 0.117
Departure Headway (Hd) 4.397 5.467 4.892 5.466 4.82 4.583
Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 817 657 735 657 745 785
Service Time 2.412 3.183 2.608 3.183 2.536 2.597
HCM Lane V/C Ratio 0.071 0.002 0.117 0.003 0.117 0.117
HCM Control Delay 7.7 8.2 8.3 8.2 8.2 8.2
HCM Lane LOS A A A A A A
HCM 95th-tile Q 0.2 0 0.4 0 0.4 0.4

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2024 No-Build Conditions
2: N. Henry Blvd (US23-GA 42) & Davidson Pkwy/Retail Drwy Timing Plan: PM Peak

Intersection
Int Delay, s/veh 284.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 24 3 115 39 2 48 105 1044 43 44 1782 88
Future Vol, veh/h 24 3 115 39 2 48 105 1044 43 44 1782 88
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 0 - 175 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 27 3 128 43 2 53 117 1160 48 49 1980 98

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2942 3569 1039 2484 3570 580 2078 0 0 1208 0 0
Stage 1 2127 2127 - 1394 1394 - - - - - - -
Stage 2 815 1442 - 1090 2176 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~7 6 227 ~ 15 6 458 264 - - 573 - -
Stage 1 51 89 - 149 207 - - - - - - -
Stage 2 338 196 - 230 84 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~2 ~ 3 227 - 3 458 264 - - 573 - -
Mov Cap-2 Maneuver ~2 ~3 - - 3 - - - - - - -
Stage 1 28 81 - 83 115 - - - - - - -
Stage 2 163 109 - 88 77 - - - - - - -

Approach EB WB NB SB
HCM Control Delay, $s 6670.1 2.6 0.3
HCM LOS F -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 264 - - 11 - 573 - -
HCM Lane V/C Ratio 0.442 - - 14.343 - 0.085 - -
HCM Control Delay (s) 29 - $- 6670.1 - 11.9 - -
HCM Lane LOS D - - F - B - -
HCM 95th %tile Q(veh) 2.1 - - 21.1 - 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
3: N. Henry Blvd (US23-GA 42) & Lake Spivey Blvd/Wal-Mart Drwy Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 258 186 1157 130 176 127 669 380 78 73 655 135
Future Volume (veh/h) 258 186 1157 130 176 127 669 380 78 73 655 135
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 287 207 1286 144 196 0 743 422 0 81 728 150
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 297 214 1363 224 235 716 735 217 713 147
Arrive On Green 0.09 0.09 0.09 0.13 0.13 0.00 0.21 0.39 0.00 0.06 0.24 0.24
Sat Flow, veh/h 1056 762 2790 1781 1870 1585 3456 1870 1585 1781 2934 604
Grp Volume(v), veh/h 494 0 1286 144 196 0 743 422 0 81 441 437
Grp Sat Flow(s),veh/h/ln 1818 0 1395 1781 1870 1585 1728 1870 1585 1781 1777 1762
Q Serve(g_s), s 37.9 0.0 34.8 10.8 14.3 0.0 29.0 24.8 0.0 0.0 34.0 34.0
Cycle Q Clear(g_c), s 37.9 0.0 34.8 10.8 14.3 0.0 29.0 24.8 0.0 0.0 34.0 34.0
Prop In Lane 0.58 1.00 1.00 1.00 1.00 1.00 1.00 0.34
Lane Grp Cap(c), veh/h 511 0 1363 224 235 716 735 217 432 428
V/C Ratio(X) 0.97 0.00 0.94 0.64 0.83 1.04 0.57 0.37 1.02 1.02
Avail Cap(c_a), veh/h 511 0 1363 242 254 716 735 217 432 428
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.59 0.00 0.59 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 62.8 0.0 47.1 58.2 59.8 0.0 55.5 33.3 0.0 58.6 53.0 53.0
Incr Delay (d2), s/veh 23.3 0.0 9.5 5.1 19.5 0.0 43.9 3.2 0.0 1.1 48.9 49.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 21.8 0.0 14.4 5.2 8.1 0.0 16.7 11.6 0.0 2.7 20.6 20.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 86.2 0.0 56.6 63.3 79.3 0.0 99.4 36.6 0.0 59.7 101.9 102.2
LnGrp LOS F A E E E F D E F F
Approach Vol, veh/h 1780 340 A 1165 A 959
Approach Delay, s/veh 64.8 72.5 76.6 98.5
Approach LOS E E E F
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 44.4 34.0 39.0 22.6 13.0 60.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 37.0 28.0 33.0 18.0 7.0 54.0
Max Q Clear Time (g_c+I1), s 39.9 31.0 36.0 16.3 2.0 26.8
Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.1 2.4
Intersection Summary
HCM 6th Ctrl Delay 76.3
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
4: Walter Way/Retail Drwy & Lake Spivey Blvd Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 25 1706 65 47 1039 25 92 3 82 10 8 27
Future Volume (veh/h) 25 1706 65 47 1039 25 92 3 82 10 8 27
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 28 1896 72 52 1154 28 102 3 91 11 9 30
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 444 2419 91 339 2462 1098 190 4 198 90 47 158
Arrive On Green 0.15 1.00 1.00 0.08 0.69 0.69 0.12 0.12 0.12 0.12 0.12 0.12
Sat Flow, veh/h 1781 3492 132 1781 3554 1585 1112 33 1585 1302 379 1264
Grp Volume(v), veh/h 28 959 1009 52 1154 28 105 0 91 11 0 39
Grp Sat Flow(s),veh/h/ln 1781 1777 1847 1781 1777 1585 1145 0 1585 1302 0 1643
Q Serve(g_s), s 0.0 0.0 0.0 0.0 20.7 0.8 10.3 0.0 7.5 1.2 0.0 3.0
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 20.7 0.8 13.3 0.0 7.5 14.5 0.0 3.0
Prop In Lane 1.00 0.07 1.00 1.00 0.97 1.00 1.00 0.77
Lane Grp Cap(c), veh/h 444 1231 1279 339 2462 1098 194 0 198 90 0 205
V/C Ratio(X) 0.06 0.78 0.79 0.15 0.47 0.03 0.54 0.00 0.46 0.12 0.00 0.19
Avail Cap(c_a), veh/h 444 1231 1279 339 2462 1098 218 0 226 114 0 235
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.56 0.56 0.56 0.10 0.10 0.10 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 9.8 0.0 0.0 4.9 9.8 6.7 60.9 0.0 56.9 66.4 0.0 54.9
Incr Delay (d2), s/veh 0.0 2.8 2.9 0.0 0.1 0.0 2.4 0.0 1.7 0.6 0.0 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 1.0 1.0 0.4 7.2 0.2 3.7 0.0 3.1 0.4 0.0 1.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.8 2.8 2.9 4.9 9.8 6.7 63.2 0.0 58.5 67.0 0.0 55.4
LnGrp LOS A A A A A A E A E E A E
Approach Vol, veh/h 1996 1234 196 50
Approach Delay, s/veh 2.9 9.6 61.0 57.9
Approach LOS A A E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.5 102.0 22.5 15.5 102.0 22.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 7.0 96.0 19.0 7.0 96.0 19.0
Max Q Clear Time (g_c+I1), s 2.0 2.0 16.5 2.0 22.7 15.3
Green Ext Time (p_c), s 0.0 29.9 0.0 0.0 10.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 166 1725 351 35 1439 69 61 10 12 22 7 54
Future Volume (vph) 166 1725 351 35 1439 69 61 10 12 22 7 54
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 300 150 100 450 0 0 0 0
Storage Lanes 1 1 1 1 1 1 0 1
Taper Length (ft) 25 100 100 100
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.965 0.964
Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1681 1708 1583 0 1796 1583
Flt Permitted 0.086 0.046 0.950 0.965 0.964
Satd. Flow (perm) 160 3539 1583 86 3539 1583 1681 1708 1583 0 1796 1583
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 25 25
Link Distance (ft) 522 1106 542 448
Travel Time (s) 7.9 16.8 14.8 12.2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 184 1917 390 39 1599 77 68 11 13 24 8 60
Shared Lane Traffic (%) 42%
Lane Group Flow (vph) 184 1917 390 39 1599 77 39 40 13 0 32 60
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Free Split NA Perm
Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 2 6 6 Free 4
Detector Phase 5 2 2 1 6 6 8 8 4 4 4
Switch Phase
Minimum Initial (s) 7.0 12.0 12.0 7.0 12.0 12.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s) 13.0 24.0 24.0 13.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0
Total Split (s) 18.0 79.0 79.0 13.0 74.0 74.0 24.0 24.0 24.0 24.0 24.0
Total Split (%) 12.9% 56.4% 56.4% 9.3% 52.9% 52.9% 17.1% 17.1% 17.1% 17.1% 17.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max C-Max None None None None None
Act Effct Green (s) 108.4 99.0 99.0 98.8 90.8 90.8 10.0 10.0 140.0 11.8 11.8
Actuated g/C Ratio 0.77 0.71 0.71 0.71 0.65 0.65 0.07 0.07 1.00 0.08 0.08
v/c Ratio 0.68 0.77 0.35 0.25 0.70 0.08 0.33 0.33 0.01 0.21 0.45
Control Delay 36.2 12.1 6.7 13.4 7.5 4.9 68.4 68.4 0.0 61.7 71.0
Queue Delay 0.0 0.9 0.5 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 36.2 13.1 7.2 13.4 7.6 4.9 68.4 68.4 0.0 61.7 71.0
LOS D B A B A A E E A E E
Approach Delay 13.9 7.6 58.7 67.7
Approach LOS B A E E
Queue Length 50th (ft) 67 463 87 3 103 8 35 36 0 28 53
Queue Length 95th (ft) m119 814 m157 m30 214 22 75 77 0 61 100

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 442 1026 462 368
Turn Bay Length (ft) 300 150 100 450
Base Capacity (vph) 273 2502 1119 156 2294 1026 228 231 1583 243 214
Starvation Cap Reductn 0 307 352 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 57 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.67 0.87 0.51 0.25 0.71 0.08 0.17 0.17 0.01 0.13 0.28
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 1 (1%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 13.5 Intersection LOS: B
Intersection Capacity Utilization 74.6% ICU Level of Service D
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Davidson Pkwy & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
6: I-675 NB Off-Ramp/I-675 NB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 386 2077 0 0 1288 266 51 1 166 0 0 0
Future Volume (veh/h) 386 2077 0 0 1288 266 51 1 166 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 429 2308 0 0 1431 296 57 1 184
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 457 2814 0 0 2231 995 239 4 216
Arrive On Green 0.26 1.00 0.00 0.00 1.00 1.00 0.14 0.14 0.14
Sat Flow, veh/h 1781 3647 0 0 3647 1585 1752 31 1585
Grp Volume(v), veh/h 429 2308 0 0 1431 296 58 0 184
Grp Sat Flow(s),veh/h/ln 1781 1777 0 0 1777 1585 1783 0 1585
Q Serve(g_s), s 13.8 0.0 0.0 0.0 0.0 0.0 4.1 0.0 15.9
Cycle Q Clear(g_c), s 13.8 0.0 0.0 0.0 0.0 0.0 4.1 0.0 15.9
Prop In Lane 1.00 0.00 0.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 457 2814 0 0 2231 995 244 0 216
V/C Ratio(X) 0.94 0.82 0.00 0.00 0.64 0.30 0.24 0.00 0.85
Avail Cap(c_a), veh/h 686 2814 0 0 2231 995 280 0 249
HCM Platoon Ratio 2.00 2.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.09 0.09 0.00 0.00 0.68 0.68 1.00 0.00 1.00
Uniform Delay (d), s/veh 11.7 0.0 0.0 0.0 0.0 0.0 53.9 0.0 59.0
Incr Delay (d2), s/veh 2.1 0.3 0.0 0.0 1.0 0.5 0.5 0.0 21.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.5 0.1 0.0 0.0 0.3 0.1 1.8 0.0 7.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.7 0.3 0.0 0.0 1.0 0.5 54.4 0.0 80.2
LnGrp LOS B A A A A A D A F
Approach Vol, veh/h 2737 1727 242
Approach Delay, s/veh 2.4 0.9 74.0
Approach LOS A A E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 115.9 23.0 92.9 24.1
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 107.0 35.0 66.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 15.8 2.0 17.9
Green Ext Time (p_c), s 48.9 1.2 17.3 0.2
Intersection Summary
HCM 6th Ctrl Delay 5.5
HCM 6th LOS A

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 No-Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 0 1964 63 104 1236 0 0 0 0 499 4 624
Future Volume (vph) 0 1964 63 104 1236 0 0 0 0 499 4 624
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 200 0 0 0 600 600
Storage Lanes 0 0 1 0 0 0 1 2
Taper Length (ft) 100 100 100 100
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.88
Frt 0.995 0.850
Flt Protected 0.950 0.950 0.953
Satd. Flow (prot) 0 3522 0 1770 3539 0 0 0 0 1681 1686 2787
Flt Permitted 0.044 0.950 0.953
Satd. Flow (perm) 0 3522 0 82 3539 0 0 0 0 1681 1686 2787
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 45 45
Link Distance (ft) 653 794 606 926
Travel Time (s) 9.9 12.0 9.2 14.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 0 2182 70 116 1373 0 0 0 0 554 4 693
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 0 2252 0 116 1373 0 0 0 0 277 281 693
Turn Type NA pm+pt NA Split NA Prot
Protected Phases 2 1 6 4 4 4
Permitted Phases 6
Detector Phase 2 1 6 4 4 4
Switch Phase
Minimum Initial (s) 12.0 7.0 12.0 7.0 7.0 7.0
Minimum Split (s) 24.0 13.0 24.0 24.0 24.0 24.0
Total Split (s) 90.0 13.0 103.0 37.0 37.0 37.0
Total Split (%) 64.3% 9.3% 73.6% 26.4% 26.4% 26.4%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None
Act Effct Green (s) 85.0 98.0 98.0 32.0 32.0 32.0
Actuated g/C Ratio 0.61 0.70 0.70 0.23 0.23 0.23
v/c Ratio 1.05 0.76 0.55 0.72 0.73 1.09
Control Delay 62.9 47.3 9.3 61.8 62.3 111.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.9 47.3 9.3 61.8 62.3 111.7
LOS E D A E E F
Approach Delay 62.9 12.3 89.6
Approach LOS E B F
Queue Length 50th (ft) ~1176 39 165 247 251 ~402
Queue Length 95th (ft) #1306 m76 180 358 365 #540

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 No-Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 573 714 526 846
Turn Bay Length (ft) 200 600 600
Base Capacity (vph) 2138 153 2477 384 385 637
Starvation Cap Reductn 0 0 80 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.05 0.76 0.57 0.72 0.73 1.09
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 117 (84%), Referenced to phase 2:EBT and 6:WBTL, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 54.5 Intersection LOS: D
Intersection Capacity Utilization 88.6% ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th AWSC 2024 Build Conditions
1: Walter Way & Davidson Pkwy Timing Plan: AM Peak

Intersection
Intersection Delay, s/veh 10.4
Intersection LOS B

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7 116 39 10 204 46 55 7 130 13 7 14
Future Vol, veh/h 7 116 39 10 204 46 55 7 130 13 7 14
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 129 43 11 227 51 61 8 144 14 8 16
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 9.8 11.4 9.8 8.6
HCM LOS A B A A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 29% 100% 0% 100% 0% 38%
Vol Thru, % 4% 0% 75% 0% 82% 21%
Vol Right, % 68% 0% 25% 0% 18% 41%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 192 7 155 10 250 34
LT Vol 55 7 0 10 0 13
Through Vol 7 0 116 0 204 7
RT Vol 130 0 39 0 46 14
Lane Flow Rate 213 8 172 11 278 38
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.285 0.013 0.252 0.018 0.401 0.055
Departure Headway (Hd) 4.807 5.95 5.267 5.835 5.201 5.243
Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 742 597 675 609 686 675
Service Time 2.872 3.733 3.049 3.611 2.976 3.339
HCM Lane V/C Ratio 0.287 0.013 0.255 0.018 0.405 0.056
HCM Control Delay 9.8 8.8 9.8 8.7 11.5 8.6
HCM Lane LOS A A A A B A
HCM 95th-tile Q 1.2 0 1 0.1 1.9 0.2

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2024 Build Conditions
2: N. Henry Blvd (US23-GA 42) & Davidson Pkwy/Retail Drwy Timing Plan: AM Peak

Intersection
Int Delay, s/veh 12.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 27 3 71 13 3 17 99 1381 27 9 669 26
Future Vol, veh/h 27 3 71 13 3 17 99 1381 27 9 669 26
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 0 - 175 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 30 3 79 14 3 19 110 1534 30 10 743 29

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1767 2562 386 2147 2546 767 772 0 0 1564 0 0
Stage 1 778 778 - 1754 1754 - - - - - - -
Stage 2 989 1784 - 393 792 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 53 26 612 27 26 345 839 - - 418 - -
Stage 1 355 405 - 88 137 - - - - - - -
Stage 2 265 133 - 603 399 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 39 22 612 18 22 345 839 - - 418 - -
Mov Cap-2 Maneuver 39 22 - 18 22 - - - - - - -
Stage 1 308 395 - 76 119 - - - - - - -
Stage 2 212 116 - 508 389 - - - - - - -

Approach EB WB NB SB
HCM Control Delay, s 176.1 $ 323.3 0.7 0.2
HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 839 - - 107 36 418 - -
HCM Lane V/C Ratio 0.131 - - 1.049 1.019 0.024 - -
HCM Control Delay (s) 9.9 - - 176.1$ 323.3 13.8 - -
HCM Lane LOS A - - F F B - -
HCM 95th %tile Q(veh) 0.5 - - 6.8 3.8 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
3: N. Henry Blvd (US23-GA 42) & Lake Spivey Blvd/Wal-Mart Drwy Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 107 97 455 44 72 58 799 473 51 43 269 177
Future Volume (veh/h) 107 97 455 44 72 58 799 473 51 43 269 177
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 119 108 506 49 80 0 888 526 0 48 299 197
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 247 224 1596 164 173 1084 855 139 400 257
Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.00 0.31 0.46 0.00 0.05 0.19 0.19
Sat Flow, veh/h 955 867 2790 1781 1870 1585 3456 1870 1585 1781 2076 1332
Grp Volume(v), veh/h 227 0 506 49 80 0 888 526 0 48 255 241
Grp Sat Flow(s),veh/h/ln 1823 0 1395 1781 1870 1585 1728 1870 1585 1781 1777 1631
Q Serve(g_s), s 16.6 0.0 0.0 3.6 5.7 0.0 33.2 29.7 0.0 0.0 18.9 19.6
Cycle Q Clear(g_c), s 16.6 0.0 0.0 3.6 5.7 0.0 33.2 29.7 0.0 0.0 18.9 19.6
Prop In Lane 0.52 1.00 1.00 1.00 1.00 1.00 1.00 0.82
Lane Grp Cap(c), veh/h 471 0 1596 164 173 1084 855 139 343 314
V/C Ratio(X) 0.48 0.00 0.32 0.30 0.46 0.82 0.62 0.34 0.74 0.77
Avail Cap(c_a), veh/h 471 0 1596 242 254 1111 855 153 343 314
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.96 0.00 0.96 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 55.1 0.0 20.4 59.3 60.3 0.0 44.4 28.7 0.0 63.3 53.2 53.5
Incr Delay (d2), s/veh 3.4 0.0 0.5 1.0 1.9 0.0 4.9 3.3 0.0 1.5 13.6 16.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.6 0.0 5.4 1.7 2.8 0.0 14.5 13.6 0.0 1.7 9.6 9.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.5 0.0 20.9 60.3 62.2 0.0 49.2 32.0 0.0 64.7 66.9 69.8
LnGrp LOS E A C E E D C E E E
Approach Vol, veh/h 733 129 A 1414 A 544
Approach Delay, s/veh 32.5 61.5 42.8 68.0
Approach LOS C E D E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 41.2 48.9 32.0 17.9 11.9 69.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 28.0 44.0 26.0 18.0 7.0 63.0
Max Q Clear Time (g_c+I1), s 18.6 35.2 21.6 7.7 2.0 31.7
Green Ext Time (p_c), s 2.3 2.4 1.1 0.3 0.0 3.2
Intersection Summary
HCM 6th Ctrl Delay 45.9
HCM 6th LOS D
Notes
Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
4: Walter Way/Retail Drwy & Lake Spivey Blvd Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 3 707 47 39 1080 4 51 1 28 1 1 7
Future Volume (veh/h) 3 707 47 39 1080 4 51 1 28 1 1 7
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 3 786 52 43 1200 4 57 1 31 1 1 8
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 583 2199 145 791 2310 1030 137 2 107 82 12 96
Arrive On Green 0.35 1.00 1.00 0.18 0.65 0.65 0.07 0.07 0.07 0.07 0.07 0.07
Sat Flow, veh/h 1781 3383 224 1781 3554 1585 1280 22 1585 1377 179 1433
Grp Volume(v), veh/h 3 413 425 43 1200 4 58 0 31 1 0 9
Grp Sat Flow(s),veh/h/ln 1781 1777 1830 1781 1777 1585 1302 0 1585 1377 0 1612
Q Serve(g_s), s 0.0 0.0 0.0 0.0 25.0 0.1 5.6 0.0 2.6 0.1 0.0 0.7
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 25.0 0.1 6.4 0.0 2.6 6.5 0.0 0.7
Prop In Lane 1.00 0.12 1.00 1.00 0.98 1.00 1.00 0.89
Lane Grp Cap(c), veh/h 583 1155 1190 791 2310 1030 139 0 107 82 0 108
V/C Ratio(X) 0.01 0.36 0.36 0.05 0.52 0.00 0.42 0.00 0.29 0.01 0.00 0.08
Avail Cap(c_a), veh/h 583 1155 1190 791 2310 1030 286 0 272 225 0 276
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.92 0.92 0.92 0.49 0.49 0.49 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 6.9 0.0 0.0 2.3 12.9 8.6 64.2 0.0 62.1 67.0 0.0 61.2
Incr Delay (d2), s/veh 0.0 0.8 0.8 0.0 0.4 0.0 2.0 0.0 1.5 0.1 0.0 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.2 9.2 0.0 2.1 0.0 1.1 0.0 0.0 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.9 0.8 0.8 2.3 13.4 8.6 66.2 0.0 63.6 67.1 0.0 61.6
LnGrp LOS A A A A B A E A E E A E
Approach Vol, veh/h 841 1247 89 10
Approach Delay, s/veh 0.8 13.0 65.3 62.1
Approach LOS A B E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 29.6 96.0 14.4 29.6 96.0 14.4
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 9.0 90.0 23.0 9.0 90.0 23.0
Max Q Clear Time (g_c+I1), s 2.0 2.0 8.5 2.0 27.0 8.4
Green Ext Time (p_c), s 0.0 5.5 0.0 0.0 10.9 0.2
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 91 776 263 18 1157 66 268 8 15 29 9 110
Future Volume (vph) 91 776 263 18 1157 66 268 8 15 29 9 110
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 300 150 100 450 0 0 0 0
Storage Lanes 1 1 1 1 1 1 0 1
Taper Length (ft) 25 100 100 100
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.955 0.963
Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1681 1690 1583 0 1794 1583
Flt Permitted 0.122 0.262 0.950 0.955 0.963
Satd. Flow (perm) 227 3539 1583 488 3539 1583 1681 1690 1583 0 1794 1583
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 25 25
Link Distance (ft) 522 1106 542 448
Travel Time (s) 7.9 16.8 14.8 12.2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 101 862 292 20 1286 73 298 9 17 32 10 122
Shared Lane Traffic (%) 49%
Lane Group Flow (vph) 101 862 292 20 1286 73 152 155 17 0 42 122
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Free Split NA Perm
Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 2 6 6 Free 4
Detector Phase 5 2 2 1 6 6 8 8 4 4 4
Switch Phase
Minimum Initial (s) 7.0 12.0 12.0 7.0 12.0 12.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s) 13.0 24.0 24.0 13.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0
Total Split (s) 14.0 76.0 76.0 13.0 75.0 75.0 27.0 27.0 24.0 24.0 24.0
Total Split (%) 10.0% 54.3% 54.3% 9.3% 53.6% 53.6% 19.3% 19.3% 17.1% 17.1% 17.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max C-Max None None None None None
Act Effct Green (s) 88.2 82.8 82.8 85.0 77.0 77.0 18.3 18.3 140.0 16.1 16.1
Actuated g/C Ratio 0.63 0.59 0.59 0.61 0.55 0.55 0.13 0.13 1.00 0.12 0.12
v/c Ratio 0.43 0.41 0.31 0.05 0.66 0.08 0.69 0.70 0.01 0.20 0.67
Control Delay 18.2 9.3 9.6 3.9 7.2 4.6 74.1 74.9 0.0 57.2 77.4
Queue Delay 0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 18.2 9.5 9.6 3.9 7.3 4.6 74.1 74.9 0.0 57.2 77.4
LOS B A A A A A E E A E E
Approach Delay 10.2 7.1 70.6 72.2
Approach LOS B A E E
Queue Length 50th (ft) 18 126 81 3 113 12 140 143 0 35 107
Queue Length 95th (ft) 43 146 109 m6 100 17 217 221 0 72 176

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 442 1026 462 368
Turn Bay Length (ft) 300 150 100 450
Base Capacity (vph) 242 2092 936 369 1946 870 264 265 1583 243 214
Starvation Cap Reductn 0 441 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 62 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.42 0.52 0.31 0.05 0.68 0.08 0.58 0.58 0.01 0.17 0.57
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 134 (96%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 18.4 Intersection LOS: B
Intersection Capacity Utilization 64.6% ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Davidson Pkwy & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
6: I-675 NB Off-Ramp/I-675 NB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 455 1057 0 0 1222 313 13 1 74 0 0 0
Future Volume (veh/h) 455 1057 0 0 1222 313 13 1 74 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 506 1174 0 0 1358 348 14 1 82
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 789 3045 0 0 1599 713 119 9 114
Arrive On Green 0.74 1.00 0.00 0.00 0.90 0.90 0.07 0.07 0.07
Sat Flow, veh/h 1781 3647 0 0 3647 1585 1668 119 1585
Grp Volume(v), veh/h 506 1174 0 0 1358 348 15 0 82
Grp Sat Flow(s),veh/h/ln 1781 1777 0 0 1777 1585 1787 0 1585
Q Serve(g_s), s 0.4 0.0 0.0 0.0 22.7 5.5 1.1 0.0 7.1
Cycle Q Clear(g_c), s 0.4 0.0 0.0 0.0 22.7 5.5 1.1 0.0 7.1
Prop In Lane 1.00 0.00 0.00 1.00 0.93 1.00
Lane Grp Cap(c), veh/h 789 3045 0 0 1599 713 128 0 114
V/C Ratio(X) 0.64 0.39 0.00 0.00 0.85 0.49 0.12 0.00 0.72
Avail Cap(c_a), veh/h 789 3045 0 0 1599 713 243 0 215
HCM Platoon Ratio 2.00 2.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.68 0.68 0.00 0.00 0.70 0.70 1.00 0.00 1.00
Uniform Delay (d), s/veh 8.5 0.0 0.0 0.0 5.0 4.1 60.8 0.0 63.6
Incr Delay (d2), s/veh 1.2 0.3 0.0 0.0 4.2 1.7 0.4 0.0 8.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.6 0.1 0.0 0.0 3.3 1.5 0.5 0.0 3.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.7 0.3 0.0 0.0 9.2 5.8 61.2 0.0 72.0
LnGrp LOS A A A A A A E A E
Approach Vol, veh/h 1680 1706 97
Approach Delay, s/veh 3.1 8.5 70.3
Approach LOS A A E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 125.0 57.0 68.0 15.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 110.0 42.0 62.0 18.0
Max Q Clear Time (g_c+I1), s 2.0 2.4 24.7 9.1
Green Ext Time (p_c), s 10.6 1.6 14.4 0.1
Intersection Summary
HCM 6th Ctrl Delay 7.6
HCM 6th LOS A

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 0 1314 66 127 1107 0 0 0 0 197 0 474
Future Volume (vph) 0 1314 66 127 1107 0 0 0 0 197 0 474
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 200 0 0 0 600 600
Storage Lanes 0 0 1 0 0 0 1 2
Taper Length (ft) 100 100 100 100
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.88
Frt 0.993 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot) 0 3514 0 1770 3539 0 0 0 0 1681 1681 2787
Flt Permitted 0.097 0.950 0.950
Satd. Flow (perm) 0 3514 0 181 3539 0 0 0 0 1681 1681 2787
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 45 45
Link Distance (ft) 653 794 606 926
Travel Time (s) 9.9 12.0 9.2 14.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 0 1460 73 141 1230 0 0 0 0 219 0 527
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 0 1533 0 141 1230 0 0 0 0 109 110 527
Turn Type NA pm+pt NA Split NA Prot
Protected Phases 2 1 6 4 4 4
Permitted Phases 6
Detector Phase 2 1 6 4 4 4
Switch Phase
Minimum Initial (s) 12.0 7.0 12.0 7.0 7.0 7.0
Minimum Split (s) 24.0 13.0 24.0 24.0 24.0 24.0
Total Split (s) 90.0 13.0 103.0 37.0 37.0 37.0
Total Split (%) 64.3% 9.3% 73.6% 26.4% 26.4% 26.4%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None
Act Effct Green (s) 86.5 99.5 99.5 30.5 30.5 30.5
Actuated g/C Ratio 0.62 0.71 0.71 0.22 0.22 0.22
v/c Ratio 0.71 0.64 0.49 0.30 0.30 0.87
Control Delay 20.7 28.6 0.4 47.7 47.8 68.3
Queue Delay 0.0 0.0 0.1 0.0 0.0 0.0
Total Delay 20.7 28.6 0.5 47.7 47.8 68.3
LOS C C A D D E
Approach Delay 20.7 3.4 62.3
Approach LOS C A E
Queue Length 50th (ft) 487 56 0 87 87 261
Queue Length 95th (ft) 573 m96 0 146 147 #344

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: AM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 573 714 526 846
Turn Bay Length (ft) 200 600 600
Base Capacity (vph) 2171 219 2515 384 384 637
Starvation Cap Reductn 0 0 242 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.71 0.64 0.54 0.28 0.29 0.83
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 120 (86%), Referenced to phase 2:EBT and 6:WBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 22.7 Intersection LOS: C
Intersection Capacity Utilization 77.4% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2024 Build Conditions
8: Site Drwy & Davidson Pkwy Timing Plan: AM Peak

Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 156 63 24 250 20 6
Future Vol, veh/h 156 63 24 250 20 6
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 100 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 173 70 27 278 22 7

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 243 0 540 208
Stage 1 - - - - 208 -
Stage 2 - - - - 332 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1323 - 503 832
Stage 1 - - - - 827 -
Stage 2 - - - - 727 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1323 - 493 832
Mov Cap-2 Maneuver - - - - 571 -
Stage 1 - - - - 827 -
Stage 2 - - - - 712 -

Approach EB WB NB
HCM Control Delay, s 0 0.7 11.1
HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 616 - - 1323 -
HCM Lane V/C Ratio 0.047 - - 0.02 -
HCM Control Delay (s) 11.1 - - 7.8 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.1 - - 0.1 -

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th AWSC 2024 Build Conditions
1: Walter Way & Davidson Pkwy Timing Plan: PM Peak

Intersection
Intersection Delay, s/veh 8.3
Intersection LOS A

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 80 8 2 65 16 31 4 17 72 8 6
Future Vol, veh/h 12 80 8 2 65 16 31 4 17 72 8 6
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 13 89 9 2 72 18 34 4 19 80 9 7
Number of Lanes 1 1 0 1 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 8.4 8.3 7.8 8.3
HCM LOS A A A A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 60% 100% 0% 100% 0% 84%
Vol Thru, % 8% 0% 91% 0% 80% 9%
Vol Right, % 33% 0% 9% 0% 20% 7%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 52 12 88 2 81 86
LT Vol 31 12 0 2 0 72
Through Vol 4 0 80 0 65 8
RT Vol 17 0 8 0 16 6
Lane Flow Rate 58 13 98 2 90 96
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.072 0.02 0.134 0.003 0.122 0.123
Departure Headway (Hd) 4.473 5.483 4.916 5.503 4.862 4.629
Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 802 655 731 652 739 776
Service Time 2.493 3.202 2.635 3.222 2.581 2.646
HCM Lane V/C Ratio 0.072 0.02 0.134 0.003 0.122 0.124
HCM Control Delay 7.8 8.3 8.4 8.2 8.3 8.3
HCM Lane LOS A A A A A A
HCM 95th-tile Q 0.2 0.1 0.5 0 0.4 0.4

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2024 Build Conditions
2: N. Henry Blvd (US23-GA 42) & Davidson Pkwy/Retail Drwy Timing Plan: PM Peak

Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 24 3 126 39 2 48 108 1045 43 44 1783 88
Future Vol, veh/h 24 3 126 39 2 48 108 1045 43 44 1783 88
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 0 - 175 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 27 3 140 43 2 53 120 1161 48 49 1981 98

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2950 3577 1040 2491 3578 581 2079 0 0 1209 0 0
Stage 1 2128 2128 - 1401 1401 - - - - - - -
Stage 2 822 1449 - 1090 2177 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver ~6 5 227 ~ 15 5 457 263 - - 573 - -
Stage 1 51 89 - 147 205 - - - - - - -
Stage 2 334 194 - 230 84 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 2 227 - ~2 457 263 - - 573 - -
Mov Cap-2 Maneuver - ~2 - - ~2 - - - - - - -
Stage 1 28 81 - 80 112 - - - - - - -
Stage 2 157 106 - 77 77 - - - - - - -

Approach EB WB NB SB
HCM Control Delay, s 2.7 0.3
HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 263 - - - - 573 - -
HCM Lane V/C Ratio 0.456 - - - - 0.085 - -
HCM Control Delay (s) 29.7 - - - - 11.9 - -
HCM Lane LOS D - - - - B - -
HCM 95th %tile Q(veh) 2.2 - - - - 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
3: N. Henry Blvd (US23-GA 42) & Lake Spivey Blvd/Wal-Mart Drwy Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 269 186 1158 130 176 127 670 380 78 73 655 138
Future Volume (veh/h) 269 186 1158 130 176 127 670 380 78 73 655 138
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 299 207 1287 144 196 0 744 422 0 81 728 153
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 302 209 1363 224 235 716 735 217 710 149
Arrive On Green 0.09 0.09 0.09 0.13 0.13 0.00 0.21 0.39 0.00 0.06 0.24 0.24
Sat Flow, veh/h 1073 743 2790 1781 1870 1585 3456 1870 1585 1781 2923 614
Grp Volume(v), veh/h 506 0 1287 144 196 0 744 422 0 81 443 438
Grp Sat Flow(s),veh/h/ln 1817 0 1395 1781 1870 1585 1728 1870 1585 1781 1777 1760
Q Serve(g_s), s 39.0 0.0 34.9 10.8 14.3 0.0 29.0 24.8 0.0 0.0 34.0 34.0
Cycle Q Clear(g_c), s 39.0 0.0 34.9 10.8 14.3 0.0 29.0 24.8 0.0 0.0 34.0 34.0
Prop In Lane 0.59 1.00 1.00 1.00 1.00 1.00 1.00 0.35
Lane Grp Cap(c), veh/h 511 0 1363 224 235 716 735 217 432 427
V/C Ratio(X) 0.99 0.00 0.94 0.64 0.83 1.04 0.57 0.37 1.03 1.03
Avail Cap(c_a), veh/h 511 0 1363 242 254 716 735 217 432 427
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.59 0.00 0.59 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 63.3 0.0 47.1 58.2 59.8 0.0 55.5 33.3 0.0 58.6 53.0 53.0
Incr Delay (d2), s/veh 28.2 0.0 9.6 5.1 19.5 0.0 44.3 3.2 0.0 1.1 50.0 50.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 23.0 0.0 14.4 5.2 8.1 0.0 16.7 11.6 0.0 2.7 20.7 20.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 91.5 0.0 56.7 63.3 79.3 0.0 99.8 36.6 0.0 59.7 103.0 103.3
LnGrp LOS F A E E E F D E F F
Approach Vol, veh/h 1793 340 A 1166 A 962
Approach Delay, s/veh 66.5 72.5 76.9 99.5
Approach LOS E E E F
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 44.4 34.0 39.0 22.6 13.0 60.0
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 37.0 28.0 33.0 18.0 7.0 54.0
Max Q Clear Time (g_c+I1), s 41.0 31.0 36.0 16.3 2.0 26.8
Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.1 2.4
Intersection Summary
HCM 6th Ctrl Delay 77.3
HCM 6th LOS E
Notes
Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
4: Walter Way/Retail Drwy & Lake Spivey Blvd Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 25 1707 65 50 1040 25 92 3 93 10 8 27
Future Volume (veh/h) 25 1707 65 50 1040 25 92 3 93 10 8 27
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 28 1897 72 56 1156 28 102 3 103 11 9 30
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 443 2419 91 339 2462 1098 190 4 198 90 47 158
Arrive On Green 0.15 1.00 1.00 0.08 0.69 0.69 0.12 0.12 0.12 0.12 0.12 0.12
Sat Flow, veh/h 1781 3492 132 1781 3554 1585 1112 33 1585 1288 379 1264
Grp Volume(v), veh/h 28 959 1010 56 1156 28 105 0 103 11 0 39
Grp Sat Flow(s),veh/h/ln 1781 1777 1847 1781 1777 1585 1145 0 1585 1288 0 1643
Q Serve(g_s), s 0.0 0.0 0.0 0.0 20.7 0.8 10.3 0.0 8.5 1.2 0.0 3.0
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 20.7 0.8 13.3 0.0 8.5 14.5 0.0 3.0
Prop In Lane 1.00 0.07 1.00 1.00 0.97 1.00 1.00 0.77
Lane Grp Cap(c), veh/h 443 1231 1279 339 2462 1098 194 0 198 90 0 205
V/C Ratio(X) 0.06 0.78 0.79 0.17 0.47 0.03 0.54 0.00 0.52 0.12 0.00 0.19
Avail Cap(c_a), veh/h 443 1231 1279 339 2462 1098 218 0 226 113 0 235
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.48 0.48 0.48 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 9.8 0.0 0.0 5.0 9.8 6.7 60.9 0.0 57.3 66.4 0.0 54.9
Incr Delay (d2), s/veh 0.0 2.4 2.5 0.0 0.1 0.0 2.3 0.0 2.1 0.6 0.0 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 0.8 0.9 0.4 7.2 0.2 3.7 0.0 3.5 0.4 0.0 1.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.9 2.4 2.5 5.1 9.8 6.7 63.2 0.0 59.4 67.0 0.0 55.3
LnGrp LOS A A A A A A E A E E A E
Approach Vol, veh/h 1997 1240 208 50
Approach Delay, s/veh 2.5 9.6 61.3 57.9
Approach LOS A A E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.5 102.0 22.5 15.5 102.0 22.5
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 7.0 96.0 19.0 7.0 96.0 19.0
Max Q Clear Time (g_c+I1), s 2.0 2.0 16.5 2.0 22.7 15.3
Green Ext Time (p_c), s 0.0 29.9 0.0 0.0 10.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 166 1725 375 36 1439 69 123 10 13 22 7 54
Future Volume (vph) 166 1725 375 36 1439 69 123 10 13 22 7 54
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 300 150 100 450 0 0 0 0
Storage Lanes 1 1 1 1 1 1 0 1
Taper Length (ft) 25 100 100 100
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.959 0.964
Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1681 1697 1583 0 1796 1583
Flt Permitted 0.077 0.048 0.950 0.959 0.964
Satd. Flow (perm) 143 3539 1583 89 3539 1583 1681 1697 1583 0 1796 1583
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 25 25
Link Distance (ft) 522 1106 542 448
Travel Time (s) 7.9 16.8 14.8 12.2
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 184 1917 417 40 1599 77 137 11 14 24 8 60
Shared Lane Traffic (%) 46%
Lane Group Flow (vph) 184 1917 417 40 1599 77 74 74 14 0 32 60
Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Free Split NA Perm
Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 2 6 6 Free 4
Detector Phase 5 2 2 1 6 6 8 8 4 4 4
Switch Phase
Minimum Initial (s) 7.0 12.0 12.0 7.0 12.0 12.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s) 13.0 24.0 24.0 13.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0
Total Split (s) 18.0 79.0 79.0 13.0 74.0 74.0 24.0 24.0 24.0 24.0 24.0
Total Split (%) 12.9% 56.4% 56.4% 9.3% 52.9% 52.9% 17.1% 17.1% 17.1% 17.1% 17.1%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max C-Max None None None None None
Act Effct Green (s) 103.3 92.9 92.9 93.6 85.6 85.6 12.5 12.5 140.0 11.8 11.8
Actuated g/C Ratio 0.74 0.66 0.66 0.67 0.61 0.61 0.09 0.09 1.00 0.08 0.08
v/c Ratio 0.73 0.82 0.40 0.26 0.74 0.08 0.49 0.49 0.01 0.21 0.45
Control Delay 40.5 16.2 9.6 14.6 9.0 5.4 71.0 70.8 0.0 61.7 71.0
Queue Delay 0.0 2.4 0.6 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.5 18.6 10.2 14.6 9.1 5.4 71.0 70.8 0.0 61.7 71.0
LOS D B B B A A E E A E E
Approach Delay 18.8 9.1 64.8 67.7
Approach LOS B A E E
Queue Length 50th (ft) 77 543 133 3 107 9 68 68 0 28 53
Queue Length 95th (ft) m125 #1046 m209 m33 245 23 121 121 0 61 100

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
5: Davidson Pkwy & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 442 1026 462 368
Turn Bay Length (ft) 300 150 100 450
Base Capacity (vph) 256 2347 1050 155 2165 968 228 230 1583 243 214
Starvation Cap Reductn 0 299 319 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 73 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.72 0.94 0.57 0.26 0.76 0.08 0.32 0.32 0.01 0.13 0.28
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 135 (96%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 17.8 Intersection LOS: B
Intersection Capacity Utilization 76.4% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Davidson Pkwy & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
6: I-675 NB Off-Ramp/I-675 NB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 386 2091 0 0 1325 291 51 1 176 0 0 0
Future Volume (veh/h) 386 2091 0 0 1325 291 51 1 176 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 429 2323 0 0 1472 323 57 1 196
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 456 2790 0 0 2044 912 252 4 228
Arrive On Green 0.35 1.00 0.00 0.00 0.76 0.76 0.14 0.14 0.14
Sat Flow, veh/h 1781 3647 0 0 3647 1585 1752 31 1585
Grp Volume(v), veh/h 429 2323 0 0 1472 323 58 0 196
Grp Sat Flow(s),veh/h/ln 1781 1777 0 0 1777 1585 1783 0 1585
Q Serve(g_s), s 20.3 0.0 0.0 0.0 30.4 9.2 4.0 0.0 16.9
Cycle Q Clear(g_c), s 20.3 0.0 0.0 0.0 30.4 9.2 4.0 0.0 16.9
Prop In Lane 1.00 0.00 0.00 1.00 0.98 1.00
Lane Grp Cap(c), veh/h 456 2790 0 0 2044 912 256 0 228
V/C Ratio(X) 0.94 0.83 0.00 0.00 0.72 0.35 0.23 0.00 0.86
Avail Cap(c_a), veh/h 604 2790 0 0 2044 912 280 0 249
HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00
Upstream Filter(I) 0.09 0.09 0.00 0.00 0.63 0.63 1.00 0.00 1.00
Uniform Delay (d), s/veh 24.1 0.0 0.0 0.0 10.6 8.1 53.1 0.0 58.6
Incr Delay (d2), s/veh 2.8 0.3 0.0 0.0 1.4 0.7 0.4 0.0 23.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.0 0.1 0.0 0.0 7.6 2.8 1.8 0.0 8.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.9 0.3 0.0 0.0 12.0 8.8 53.5 0.0 82.3
LnGrp LOS C A A A B A D A F
Approach Vol, veh/h 2752 1795 254
Approach Delay, s/veh 4.4 11.4 75.7
Approach LOS A B E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 114.9 29.4 85.5 25.1
Change Period (Y+Rc), s 6.0 6.0 6.0 6.0
Max Green Setting (Gmax), s 107.0 35.0 66.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 22.3 32.4 18.9
Green Ext Time (p_c), s 49.7 1.1 15.2 0.2
Intersection Summary
HCM 6th Ctrl Delay 10.8
HCM 6th LOS B

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th Signalized Intersection Summary 2024 Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 0 1969 63 130 1246 0 0 0 0 508 4 624
Future Volume (vph) 0 1969 63 130 1246 0 0 0 0 508 4 624
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 200 0 0 0 600 600
Storage Lanes 0 0 1 0 0 0 1 2
Taper Length (ft) 100 100 100 100
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.88
Frt 0.995 0.850
Flt Protected 0.950 0.950 0.953
Satd. Flow (prot) 0 3522 0 1770 3539 0 0 0 0 1681 1686 2787
Flt Permitted 0.044 0.950 0.953
Satd. Flow (perm) 0 3522 0 82 3539 0 0 0 0 1681 1686 2787
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 45 45
Link Distance (ft) 653 794 606 926
Travel Time (s) 9.9 12.0 9.2 14.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Adj. Flow (vph) 0 2188 70 144 1384 0 0 0 0 564 4 693
Shared Lane Traffic (%) 50%
Lane Group Flow (vph) 0 2258 0 144 1384 0 0 0 0 282 286 693
Turn Type NA pm+pt NA Split NA Prot
Protected Phases 2 1 6 4 4 4
Permitted Phases 6
Detector Phase 2 1 6 4 4 4
Switch Phase
Minimum Initial (s) 12.0 7.0 12.0 7.0 7.0 7.0
Minimum Split (s) 24.0 13.0 24.0 24.0 24.0 24.0
Total Split (s) 90.0 13.0 103.0 37.0 37.0 37.0
Total Split (%) 64.3% 9.3% 73.6% 26.4% 26.4% 26.4%
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode C-Max None C-Max None None None
Act Effct Green (s) 85.0 98.0 98.0 32.0 32.0 32.0
Actuated g/C Ratio 0.61 0.70 0.70 0.23 0.23 0.23
v/c Ratio 1.06 0.94 0.56 0.73 0.74 1.09
Control Delay 63.9 71.7 7.4 62.6 63.1 111.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 63.9 71.7 7.4 62.6 63.1 111.7
LOS E E A E E F
Approach Delay 63.9 13.5 89.7
Approach LOS E B F
Queue Length 50th (ft) ~1182 73 132 252 256 ~402
Queue Length 95th (ft) #1312 m#136 152 366 370 #540

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
Lanes, Volumes, Timings 2024 Build Conditions
7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd Timing Plan: PM Peak

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 573 714 526 846
Turn Bay Length (ft) 200 600 600
Base Capacity (vph) 2138 153 2477 384 385 637
Starvation Cap Reductn 0 0 96 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 1.06 0.94 0.58 0.73 0.74 1.09
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 114 (81%), Referenced to phase 2:EBT and 6:WBTL, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 55.1 Intersection LOS: E
Intersection Capacity Utilization 90.3% ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 7: I-675 SB Off-Ramp/I-675 SB On-Ramp & Lake Spivey Blvd

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
HCM 6th TWSC 2024 Build Conditions
8: Site Drwy & Davidson Pkwy Timing Plan: PM Peak

Intersection
Int Delay, s/veh 3.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 78 25 6 96 63 22
Future Vol, veh/h 78 25 6 96 63 22
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 100 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 87 28 7 107 70 24

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 115 0 222 101
Stage 1 - - - - 101 -
Stage 2 - - - - 121 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1474 - 766 954
Stage 1 - - - - 923 -
Stage 2 - - - - 904 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1474 - 762 954
Mov Cap-2 Maneuver - - - - 763 -
Stage 1 - - - - 923 -
Stage 2 - - - - 899 -

Approach EB WB NB
HCM Control Delay, s 0 0.4 10.1
HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 805 - - 1474 -
HCM Lane V/C Ratio 0.117 - - 0.005 -
HCM Control Delay (s) 10.1 - - 7.5 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.4 - - 0 -

Davidson Parkway Commerce Center (Stockbridge, GA) Synchro 11 Report
NV5
RZ-2021-01
RZ-2020
Page -01
1 of 21

REZONING FOR THE PROPOSED “DAVIDSON PARKWAY COMMERCE
CENTER” AT DAVIDSON PARKWAY AND WALTER WAY:
FROM 'C-3’ TO ‘M-1’

CASE FACTS

Applicant: EastGroup Properties, L.P. (is also the developer)

Agent: Battle Law, P.C. (c/o Michele Battle)

Location: Located in northwest Stockbridge, south side of Davidson Parkway
and west side of Walter Way; in Land Lot 57 of District 12.
Surrounding Lan
Parcel ID: Includes three parcels:
• Parcel #030-01009006—Small parcel off Davidson Parkway.
Contains approximately 1.66 acres.
• Parcel #030-01009005—Small parcel off Walter Way.
Contains approximately 3.63 acres.
• Parcel #030-01009000—Large parcel off Walter Way.
Contains approximately 73.88 acres, including about 10.5 acres of
“restricted-use commercial” due to the presence of Reeves Creek and
required buffers.

Lot Size/Acres: 79.17 total acres (3 parcels)

Request: Rezone property from ‘C-3’ (Heavy Commercial) to ‘M-1’ (Light
Manufacturing). Property is also located in the Mixed-Use High-
Rise Overlay District. The applicant is also seeking DRI approval. A
Comprehensive Plan Amendment request is running concurrently
with this rezoning request.

Proposed Use/ Development of a “business distribution center” comprising five
Purpose buildings with office and warehouse uses, having a total building
space of 695,860 square feet.

Existing Land Vacant land that is fairly level and mostly wooded. Reeves Creek
Uses: traverses the eastern side the property.

Zoning Includes the following:
History: • Multiple rezonings for the Northbridge Crossing development.
• Northbridge Crossing DRI Review
• Rezoning Case #RZ-09-12-S
• Development Agreement for Northbridge Crossing
• Reeves Creek DRI Review
• Davidson Parkway Commerce Center DRI Review
City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 2 of 21

Future Land Low-Density Vertical Mixed-Use. This designation does not allow
Use the proposed M-1 zoning district. It needs to be changed to Light
Designation: Industrial. The applicant has simultaneously applied for a
Comprehensive Plan Amendment via CP-2021-01 for this purpose.

Road Access: Via a small parcel off Davidson Parkway. Site traffic would come
from and go to Interstate 75, Interstate 675, and Highway 138 via
the Clayton County portion of Davidson Parkway to the north.
Emergency access would also be available through the small parcel
off Walter Way.

Application July 6, 2021. The applicant requested that the application be
Received: deferred for one month.

Community August 18, 2021
Meetings Held and
by the Agent September 15, 2021.

Sign Posted: September 2, 2021

Planning
Commission September 23, 2021
Meeting:

Council October 11, 2021
Meeting:

Development Regulations Relevant to Request:
• City of Stockbridge Unified Development Code (including the Zoning Code and the
Subdivision Ordinance).
• All other City Code sections regarding site development standards and requirements.

APPLICANT’S REQUESTS

On July 1, 2021, the applicant submitted a rezoning application and two letters of request,
asare listed below, to allow for the proposed development on the subject property. All three
of the parcels comprising the property, as were identified above, are owned by GDCI GA LP
6 (“GDCI”), and EastGroup Properties is its development partner.

1. Rezoning Case #RZ-2021-01.
2. Comprehensive Plan Amendment Case #CP-2021-01.
3. Development of Regional Impact (DRI) Case #DRI 3309.

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 3 of 21

This Staff Report will address the first two requests only (the rezoning case and the DRI
case). Although the applicant submitted a separate application for the DRI, the analysis of
the DRI application was completed by outside agencies (the Atlanta Regional Commission
and the Georgia Regional Transportation Authority); thus, this staff report will summarize
those agencies’ findings. A separate staff report has been prepared for the requested
Comprehensive Plan Amendment (CP-2021-01) case.

The City informed the applicant that a recombination plat application would also need to be
submitted for the purpose of combining the property’s three parcels into one parcel. But the
applicant requested that the recombination be deferred until after final decisions on RZ-
2021-01 and CP-2021-01 are made by the City Council. If those cases are approved, the
applicant would submit a recombination plat application for consideration by the Planning
Commission at one of its meetings.

A. Rezoning Request. The applicant requests that the subject property be rezoned from ‘C-
3’ (Heavy Commercial) to ‘M-1’ (Light Industrial) to allow for the development of a “business
office park” containing five new buildings with a total of 695,860 square feet, according to
the Amended Site Plan. The proposed project would be constructed in one phase, with an
anticipated buildout by 2024. The proposed project would have the appearance of an office
park, with office uses in the fronts of the buildings and warehouse uses in the sides and rears.

B. Comprehensive Plan Amendment Request. To facilitate the rezoning and the
development of the proposed project, the applicant also simultaneously submitted a
Comprehensive Plan Amendment application (CP-2021-01). The purpose of CP-2021-01 is
to change the property’s current future land use designation from ‘Low-Density Vertical
Mixed-Use’ to ‘Light Industrial’ to allow for the requested M-1 rezoning since M-1 districts
are not permitted within the Low-Density Vertical Mixed-Use designation.

C. Development of Regional Impact (DRI) Request. The filing of a DRI application was
necessitated due to the proposed large size of the project, which would exceed the Georgia
Department of Community Affairs’ (DCA) threshold of 500,000 square feet for wholesale and
distribution projects. Therefore, an initial DRI application (DRI #3309) was filed by the City
of Stockbridge on April 30, 2021, and it was transmitted to both the Atlanta Regional
Commission (ARC) and the Georgia Regional Transportation Authority (GRTA, which also
includes SRTA (State Road and Tollway Authority)) for review. Later, on July 15, 2021, Form
2 was submitted to DCA as the required follow-up application. Henry County and Clayton
County officials were also given the opportunity to review and comment on the application.

EXISTING CONDITIONS

A. Property Location. Per the attached “Aerial Photo of Site Vicinity”, the subject property
is located in the northwestern area of the City of Stockbridge, near the Clayton County line;
about half a mile south of Highway 138 / Lake Spivey Parkway and about half a mile west of
North Henry Boulevard. It is bordered by Davidson Parkway to the north, Walter Way to the
east, and Interstates 75 and 675 to the south and west. One of the three parcels comprising
the subject property is located on the curve of Davidson Parkway, south of the Clayton
City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 4 of 21

County line. Trucks servicing the proposed development would access the site by using
Davidson Parkway (a collector street) within Clayton County from Highway 138 / Lake
Spivey Parkway (a major arterial) as they are en route to and from Interstates 75 and 675.

B. Property Characteristics. The subject property is comprised of three parcels, including
a small parcel on Davidson Parkway (with about 1.66 acres), a small parcel on Walter Way
with about 3.63 acres), and a large parcel on Walter Way (with about 73.88 acres). These
parcels are shown on three attached aerial photographs. The large parcel has roughly three-
fourths of a mile of frontage along Interstates 75 and 675. Reeves Creek is located near the
eastern boundary of the development site, with required buffers. The large parcel contains
approximately 10.5 acres of “Restricted Use Commercial”, thus only the remaining 63.38
acres is developable. The property is mostly level and wooded. The aerial photograph of the
large parcel shows the presence of some small structures, which are accessed from a
driveway through an easement off Walter Way. Due to the lack of access to the property
from the south and west, the property is viewed as being landlocked. The property is part of
the adjacent Northbridge Crossing residential development.

C. Surrounding Land Use and Zoning. The subject property is surrounded by a mixture of
land uses and zoning districts, as is indicated by Table 1 below. To the north, along Davidson
Parkway within Clayton County, are several commercial uses, including motels, a gas station,
a fast food restaurant, a fitness center, and an automotive repair center. To the northeast is
some vacant land along Davidson Parkway and Walter Way, which is zoned ‘C-2’ (General
Commercial). To the west and southwest, the subject property is bordered by Interstate 675.
To the east is the Northbridge Crossing Subdivision (whose property is zoned ‘RM-2’ for
Multifamily/Townhomes). The subdivision is the predominant land use in the vicinity. Its
clubhouse and pool are located directly across Walter Way from the proposed development
site. Bordering the site to the southeast is the Drivetime Automotive Reconditioning Center
off Walter Way, which was established in 1997 and whose property is zoned ‘M-1’.

TABLE 1:-- SURROUNDING LAND USE AND ZONING

Location Existing Land Use Existing Zoning

Property to the North Within Clayton County N/A
Property to the Vacant Land C-2 (General
Northeast Commercial)
Property to the Automobile refurbishing business M-1 (Light
Southeast (Drivetime) Manufacturing)
Property to the South Henry County N/A
Property to the East Northbridge Crossing development-- RM-2 (Multifamily
single-family detached residential Residential--
dwellings Townhomes)
Property to the West,
Northwest, and Interstate 675 N/A
Southwest

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 5 of 21

FUTURE DEVELOPMENT PLANS
A. Comprehensive Plan /Future Land Use Designation. The Stockbridge Future Land Use
Map, which is a part of the City of Stockbridge 2018-2038 Comprehensive Plan, shows that
the subject property has a future land use designation of “Low-Density Vertical Mixed-Use.
This designation is intended for commercial/retail areas along various corridors and
intersections; should mainly serve the residents of the surrounding residential
neighborhoods; and should maintain a community orientation. But the proposed project
would not be compatible with this designation since its uses would be very different and they
would be internally-focused rather than community-focused. A Comprehensive Plan
Amendment would therefore be required to assign a more suitable land use designation to
the subject property.

B. Livable Centers Initiative. The City of Stockbridge Livable Centers Initiative (“LCI
Study”) 10-Year Update from 2012 contains maps which show the subject property as part
of an “I-75 Activity Center Concept Plan, which would be a major employment center with
mixed uses. Such uses were envisioned to include Class A office space, hotels, retail uses,
high-quality multifamily, senior housing, and park space.

The applicant’s proposed project does not remotely meet the intent of either the
Comprehensive Plan or the LCI Plan.

ZONING HISTORY
Over the years, parts or all of the subject property were included within several rezoning
cases, a development agreement, and two DRI reviews, as are listed and described below.
Nevertheless, to date, no development activity has occurred on the property.

• Multiple rezonings for Northbridge Crossing Development
• Northbridge Crossing DRI review
• Development Agreement for Northbridge Crossing
• Rezoning Case #RZ-09-12-S
• Reeves Creek DRI review
• Davidson Parkway Commerce Center DRI review

A. Multiple Rezonings for Northbridge Crossing Development. In 2003, DRA
Development requested the rezoning of about 49 acres around the intersection of Davidson
Parkway and Walter Way, as part of the “Northbridge Crossing Development, from ‘RA’
(Residential-Agricultural), ‘C-3’ (Heavy Commercial), and ‘M-1’ (Light Manufacturing) to
‘RM-3’ (Multifamily Residential for Condominiums) to allow for condominium development.
The rezonings were approved with conditions via Ordinance No. 03-148.

Henry County Planning and Zoning completed a staff report for Rezoning Case #RZ-02-71-S
for a 7.24-acre tract adjacent to the current DriveTime Automotive Conditioning

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 6 of 21

establishment. The report stated that a portion of the tract was previously rezoned from
‘RA’ to ‘M-1’ with a ‘PD’ (Planned Development) district on September 8, 1996.

B. Northbridge Crossing DRI Review. In conjunction with the multiple rezoning requests
for Northbridge Crossing, the Atlanta Regional Commission (ARC) completed a Final Report
for a Development of Regional Impact (DRI) Review on November 15, 2002, representing
DRI #284. The proposed project was to have mixed uses, include residential, office, and
commercial. The Georgia Regional Transportation Authority (GRTA) approved the project
with the conditions that additional turn lanes be constructed along Davidson Parkway; that
the intersection of Davidson Parkway and Walter Way be reconstructed; and that sidewalks
be installed.

C. Development Agreement for Northbridge Crossing. A Development Agreement was
prepared for Northbridge Crossing (formerly known as “Stockbridge Station”) on May 15,
2003 between the City of Stockbridge and DRA Development, Inc. It pertained to the
rezoning of a 143.72-acre site and it included multiple zoning conditions for different types
of uses to be included within the development plan. Three amendments were later made.

D. Rezoning Case #RZ-09-12-S. DRA Development, Inc. received approval on April 12,
2010 by the Stockbridge City Council to rezone fourteen tracts of land (including the subject
property) comprising 83.26 acres at the southwest corner of Davidson Parkway and Walter
Way. The rezoning property was part of the larger, original tract for Northbridge Crossing,
which contained approximately 171.6 acres. The proposed development was to be a mixture
of commercial, retail, and office uses. The rezoning approval included a list of nine zoning
conditions. One of them was the requirement that the Development Agreement for
Northbridge Crossing, which was adopted on May 15, 2003, be updated to reflect this
rezoning of the property to C-3.

E. Reeves Creek DRI Review. The subject property was also included within the boundaries
of a second DRI review. ARC completed its “Regional Review Finding” for DRI #2996 on
October 3, 2019 for a proposed “Reeves Creek” development. The DRI request was made by
Henry County Government since the majority of the land within the project boundaries was
located in unincorporated Henry County. The DRI was found to be “within the best interest
of the State.”

The approved site plan showed several proposed major uses, including a mass transit
complex, an arena, an arts center, a convention center, and an office park; as well as a senior
care community and an apartment complex. The site plan also shows that a medical office
park, hotels, restaurants, and various retail uses were planned for the land comprising the
subject property.

ARC’s Decision recommended the construction of a new road through the area, to be named
“Reeves Creek Parkway”, the possible installation of a traffic signal at the intersection of
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Reeves Creek Parkway and Davidson Parkway, and the installation of additional turn lanes
at the intersection of Davidson Parkway and Highway 138 West. However, since the DRI was
completed, no construction activity has occurred on the approved development project.
GRTA determined that a new DRI would replace the Reeves Creek DRI, and that the
requirements of the Reeves Creek DRI would no longer be valid for the subject property.

F. Davidson Parkway Commerce Center DRI Review.

The DRI review process included multiple steps over several months in 2021. The City of
Stockbridge submitted the initial DRI form, on behalf of the applicant, on April 30, 2021. The
Georgia Regional Transportation Authority (GRTA) issued its Notice of Decision on August
5, 2021. Then the Atlanta Regional Commission (ARC) issued its Regional Review
Notification (Final Report) on August 9, 2021. Their reports are summarized under the
“Project Impacts” section.

ZONING DISTRICT COMPARISONS
The applicant proposes to rezone the subject property from its existing ‘C-3’ (Heavy
Commercial) district to the ‘M-1’ (Light Manufacturing) district. The purposes of the C-3
and M-1 districts are provided below. The property’s current C-3 district classification does
not allow for the proposed business distribution uses. Further, the C-3 district allows “other
heavy commercial and service activities which are not primarily of an industrial or manufacturing
nature . . . “

C-3 District Purpose (from Section 12.02.044 of the Stockbridge Zoning Code):

Provide areas for commercial activities which provide products and ser vices that require
locations along major arterial roads, highway intersections, and freeway interchange areas,
due to their need to transport and display heavy bulk materials, and generate heavy traffic;
and which provide services that would not be appropriately located in areas providing
neighborhood or general commercial retail and service activities which are permitted in
the C-1 and C-2 districts.

M-1 District Purpose (from Section 12.02.051 of the Stockbridge Zoning Code):

Provide for light industrial uses, all of which shall be nuisance-free and not generators of
hazardous wastes. Such uses shall be located on either arterial or major col-lector streets,
or within industrial parks having access to such thoroughfares.

Although the subject property is also located within the High-Rise Mixed-Use Overlay
District due to its proximity to Interstates 75 and 675, the City has decided that the applicant
does not need to comply with the regulations of that district since the proposed project
would not constitute a high-rise development.

PROPOSED DEVELOPMENT

A. Project Description. The proposed buildings would be built on a speculative basis since
the actual tenants to occupy them is unknown at this time. Similar projects which the
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developer has constructed have resulted in office space uses comprising 10 to 15 percent of
the total building space, with an average size of 30,000 square feet. The total building space
in the Davidson Parkway Commerce Center is anticipated to include about 15 percent in
office uses at the fronts or sides of the buildings and about 85 percent in warehouse uses at
the rears of the buildings.

Multiple tenants providing business distribution services are expected to locate within the
development. Similar projects which the developer has constructed have attracted tenants
in the e-commerce, retail, telecommunications, and pharmaceutical industries. No
manufacturing or heavy industrial operations would take place. Rather, products and
merchandise would be stored and processed in the proposed warehouses, then loaded onto
small delivery trucks for distribution. The applicant has stated that the trucks would
resemble UPS and FedEx delivery trucks. The businesses would not have typical daytime
business hours, but they would operate throughout the day and night.

B. Architectural Design. The proposed buildings in the Davidson Parkway Commerce
Center would be built speculatively and completed according to the needs of the likely
tenants. The attached “Exhibit on Building Design and Use” is a flyer from the applicant,
which show elevations with the appearance of single-story, high-quality office buildings.
Glass would be located across the front facades for the office and showroom areas. The
buildings would have multiple entries to accommodate smaller tenants. “Service courts”
would be located in the rears or sides of the buildings, and they would be screened. Uniform
signage and enhanced landscaping would be used.

C. Site Design. The attached “Amended Site Plan”, which was prepared on July 19, 2021 by
Eberly & Associates, shows that the proposed Davidson Parkway Commerce Center would
consist of five buildings having a total of 695,860 square feet. All truck-trailer parking spaces
and loading areas would be striped and would be located on the sides or rears of the
buildings. Screening of the truck-trailer parking spaces and loading areas would occur via
screening walls or landscaping.

Regarding other site features, Reeves Creek would be maintained, and three buffers would
be provided. These include a 50-foot-wide undisturbed buffer, a 75-foot-wide impervious
buffer, and a 100-foot-wide zoning buffer. The latter is required by the City’s Landscaping,
Buffers, and Tree Protection Ordinance to protect the adjacent residential uses from the
proposed development. Four detention ponds would be provided, along with an 8-foot-wide
nature trail along the main driveway. An 8-foot-wide “nature trail” is shown adjacent to the
project driveway.

D. Site and Building Access. The site would be accessed from a project driveway to be
constructed from the small parcel off Davidson Parkway (Parcel #030-01009006). The
applicant agreed to provide an emergency access for fire trucks to and from Walter Way, yet
the site plan indicates “auto access only” for that access. Further, the access was to have
occurred through the small parcel off Walter Way (Parcel #030-01009005), which is why
this parcel was also advertised as part of the rezoning case. But that access is actually shown
as being located through a narrow strip of the larger parcel off Walter Way. At the southwest

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corner of the subject property, the site plan indicates a “Future 60’ R/W” to be extended to
the south and connecting with a future road in unincorporated Henry County, but there are
no current plans to make this extension.

Only one internal driveway would serve the proposed development, and it would not be
circular. Each of the five proposed buildings would be accessed off the main driveway. The
City’s Fire Marshal wants to ensure that fire trucks could easily access the proposed
buildings and then exit the premises without having to back up or turn around. The
Amended Site Plan shows that a fire turnaround would be provided for all dead-end fire
access roads which exceed 150 feet in length to meet International Fire Code requirements.
Further, fire lanes would be designed to support the weight of the fire trucks and provide 26
feet for aerial access. A special site plan, with the title of “Fire Turnaround Exhibit”, shows
overlay details about fire truck hammerheads.

E. Parking Requirements. The Amended Site Plan shows that each of the five buildings
would have its own employee parking lot, and that trailer parking for trucks would also be
provided adjacent to three of the buildings.

The City’s Zoning Code requires the provision of three parking spaces per 1,000 square feet
of building space for employee parking (up to 250,000 square feet) and one parking space
per 1,000 square feet of building space for warehousing and storage uses, including
distribution centers. This information is found within Table 12.08.025(D), of the Zoning
Code, “Parking and Loading Space Standards”, and is summarized in Table 2 below.

Table 2 shows that 610 regular parking spaces would be required, including 314 spaces for
office uses (15 percent of the total building space) and 296 spaces for warehouse uses (85
percent of the total building space). The developer would actually provide 761 total spaces,
but the breakdown between the number of spaces for office uses and warehouse uses has
not been provided. Besides regular parking spaces, loading and accessible (disabled)
parking spaces would also be required. Parking requirements will be addressed specifically
at the time when the plans are formally submitted.

TABLE 2—REGULAR PARKING REQUIREMENTS AND PROPOSALS
(From Table 12.08.025(D) of the Stockbridge Zoning Code)

LAND USE / PARKING PARKING PROPOSED
PERCENTAGE REQUIREMENT CALCULATION NO. OF SPACES
Office Uses / 3 spaces per 695,860 total square feet
15 percent 1,000 square feet X 15 percent / 1,000 X 3 Not provided
= 314 spaces (rounded up)
Warehouse 1 space per 695,860 total square feet
Uses/ 2,000 square feet X 85 percent / 2,000 X 1 Not provided
85 percent = 296 (rounded up)
TOTALS N/A 314 spaces for office uses 761 spaces

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+ 296 spaces for warehouses
= 610 minimum total
spaces

Although only 7 loading spaces are required, the applicant proposes to provide significantly
more—73 spaces. The site plan shows that these additional 66 loading spaces would be
designated as “trailer spaces”, which suggests that large, 18-wheel trucks would serve the
development. This is in contrast to the applicant’s description of the operation of the project
as being served by small trucks that would be similar to UPS and FedEx delivery trucks. The
trailer spaces appear on the site plan to be about 55 feet long, which further suggests that
large, 18-wheel trucks would be used rather than small delivery trucks.

PROJECT IMPACTS

A. Applicant’s Traffic Impact Study. The applicant has stated that trucks from the
development would be expected to exclusively use Davidson Parkway to and from Highway
138 (Lake Spivey Parkway) for access to and from Interstates 75 and 675. Automobile traffic
from the office uses is expected to have the following breakdown: 70 percent to/from
Davidson Parkway, 30 percent to/from Walter Way, and 30 percent to/from North Henry
Boulevard (utilizing the eastern portion of Davidson Parkway). However, no information has
been provided about the frequency or hours of operation of the trucks which would serve
the development.

The applicant has also submitted a Traffic Impact Study, which was prepared by NV5
Engineers and Consultants on June 18, 2021. This study was submitted to ARC and GRTA for
their consideration of the companion DRI Case #3309. The project is projected to generate
1,200 total trips per day, including 738 personal-vehicle trips and 402 truck trips. The AM
and PM peak hour traffic volumes would be similar, with 113 AM peak hour trips (including
87 trips entering and 26 trips exiting the site) and 116 PM peak hour trips (including 31 trips
entering and 85 trips exiting the site). The study stated that these volumes would represent
very acceptable levels of service (LOS), with LOS ‘B’ during the AM peak hour and LOS ‘A’
during the PM peak hour.

The operational characteristics of various intersections in the vicinity were studied,
including those along Davidson Parkway, Walter Way, Highway 138/Lake Spivey Parkway,
and North Henry Boulevard. The City’s request that restrictions to truck traffic on the
eastern portion of Davidson Parkway (from Walter Way to North Henry Boulevard) were
taken into consideration. The Study stated that more than half of the intersections in the
vicinity would operate at Levels of Service ‘E’ or ‘F’ upon the completion of the proposed
project, which is unacceptable.

The traffic impact study concluded that “improvements at the study intersections are not
required to mitigate the impact of the proposed development.” This conclusion does not
seem to be accurate, in view of the many intersections in the vicinity which the study said
would operate at Levels of Service ‘E’ or ‘F’. The study did recommend that consideration be
given to making modifications in traffic signal timing along Highway 138/Lake Spivey
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Parkway (from Mount Zion Road to North Henry Boulevard), as well as widening Highway
138/Lake Spivey Parkway to six lanes.

B. DRI Review—GRTA’s Notice of Decision (Including Conditions). GRTA issued its
Notice of Decision (NOD) for DRI #3309 for the proposed Davidson Parkway Commerce
Center on August 9, 2021. The NOD stated that the proposed development was approved,
subject to 1) conditions that were listed in its Attachment A; and 2) limitations on allowable
project modifications, per its Attachment B. This means that if the developer meets the
conditions that are listed in Attachments A and B, then GRTA would approve the expenditure
of state and/or federal funds for providing the improvements that are listed in Section 2 of
its Attachment C. However, if substantial construction on the proposed development has not
commenced within ten years, then the need for GRTA’s approval would terminate.

A summary of the conditions comprising Attachments A, B, and C is presented below, and the
full NOD document is attached to this Staff Report.

~ Attachment A – General Conditions:
• Provide sidewalks along the development’s frontage on Davidson Parkway.
• Install a crosswalk at the driveway entrance on Davidson Parkway.
• Install pedestrian infrastructure within the site along the project driveway.
• Install signage to restrict trucks on Davidson Parkway between Walter Way and North
Henry Boulevard.

~ Attachment B–-Required Elements of the DRI Plan of Development (Conditions
Related to Altering Site Plan after GRTA Notice of Decision)--The development will be
constructed materially (substantially) in accordance with the site plan. Changes to the
site plan will not be considered material or substantial as long as all conditions that are
listed in Attachment A are provided.

~ Attachment C – Required Improvements to Serve the DRI:
• Section 1: General Conditions of Approval to GRTA Notice of Decision—These are
improvements which do not require GRTA’s approval at this time, but are needed
prior to the project’s buildout. They include all of the conditions that are listed in
Attachment A.
• Section 2: Roadway Improvement conditions to GRTA Notice of Decision:
~ Highway 138/Lake Spivey Parkway—Continue to study the corridor for capacity
needs and signal timing / phasing improvements.
~ Driveway/Roadway Extension--Reserve space for right-of-way so that the project’s
driveway may be extended in the future south of the subject property, and
coordinate with the City of Stockbridge and Henry County DOT to ensure that the
driveway design and curvature meet their standards.

C. DRI Review—ARC’s Regional Review Finding. ARC completed its DRI review of the
proposed Davidson Parkway Commerce Center and issued its Regional Review Finding on
August 9, 2021. ARC reviewed the relationship of the proposed development to various

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regional plans, goals, and policies; as well as any potential impacts which the project might
have on other local jurisdictions.

ARC believes that the proposed project would carry out regional policy by providing efficient
connectivity in regional and interstate freight movements due to its access to Interstates 75
and 675, as well as U.S. Highway 23 and Georgia Highway 138. ARC noted that, per the
applicant’s Traffic Impact Study, the streets serving the proposed development need to have
adequate paving to serve the many heavy trucks, and that pavement cracking and stress are
evident on some nearby roadways. The “heavy vehicle staging plan” from the Study should
be more clearly indicated on the site plan to show how the prevention of queueing by heavy
trucks onto the surrounding streets would be minimized. Also, a functional and safe
pedestrian circulation plan should be provided to serve the internal site circulation needs of
the project’s employees.

ARC made other DRI comments. It encouraged the developer to provide various forms of
green infrastructure in parking and driveway areas. Due to the property’s location within
the Little Cotton Indian Creek small water supply watershed, which is a public water supply
source for Clayton County, thus the proposed development must meet certain stream
buffer/setback, impervious cover, and other requirements. Compliance with other City and
State regulations pertaining to watershed protection, stream buffers, and storm
water/water quality should be pursued.

ANALYSIS OF REQUEST (Sec. 12.02.09.C.2):

CRITERION #1: Consistency with the Comprehensive Plan.

The proposed rezoning of the subject property from ‘C-3’ to ‘M-1’ would not be compatible
with the Stockbridge Comprehensive Plan because the requested M-1 zoning district is not
allowed within the property’s future land use designation of ‘Low-Density Vertical Mixed-
Used. For this reason, the applicant has simultaneously filed CP-2021-01 to request a
comprehensive plan amendment to change the property’s land use designation to ‘Light
Industrial’. The merits of CP-2021-01, which is to be considered simultaneously during they
the Planning Commission and City Council meetings, comprises a separate staff report.

CRITERION #2: The relation that the proposed rezoning amendment bears to the
purpose of the overall zoning scheme with due consideration given to whether or not the
proposed change will help carry out the purposes of the City of Stockbridge Zoning Code.

Section 2.01.040 of the Stockbridge Zoning Code identifies its purpose and intent, as is
described below. We have comments about several of the listed items, which follow.
2.01.040 - Purpose and intent.

The purpose and intent of the Zoning Code is to:

A. Promote the health, safety, aesthetics, convenience, order, prosperity and the general
welfare of the present and future residents of the city of Stockbridge;
B. Minimize congestion on the public streets;
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C. Advance traffic safety;
D. Secure safety from fire, flood and other dangers;
E. Provide adequate light and air;
F. Prevent the overcrowding of land, avoiding both undue concentration of population and
urban sprawl;
G. Facilitate the adequate provision of transportation, water, sewerage collection, schools,
parks and other public requirements;
H. Protect property against blight and depreciation;
I. Encourage the most appropriate use of land, buildings, and other structures throughout
the city;
J. Ensure economy in government expenditures for infrastructure; and
K. Preserve natural resources.

(Ord. No. OR16-412, § 2(Exh. A, § 1.04.00), 7-26-2016)

~ Purpose and Intent Item ‘A’: Promotion of Prosperity and General Welfare of City
Residents—The proposed project is not anticipated to promote the prosperity and
general welfare of the adjacent, well-established Northbridge Crossing residential
development. The project’s office and warehouse uses would be incompatible with the
residential neighborhood. Although an M-1 district borders the subject property to the
southeast, comprising the existing Drivetime automotive refurbishing establishment, its
presence does not justify rezoning the subject property to M-1. The Drivetime
establishment existed several years before the Northbridge Crossing property was
rezoned, and before any homes were constructed. Maintaining the character and stability
of the existing residential neighborhood, and protecting the existing residents, are
paramount.

~ Purpose and Intent Item ‘B’: Minimize Congestion on the Public Streets--The
proposed project is anticipated to generate significant traffic volumes on Davidson
Parkway, including large tractor-trailer trucks, which would be utilizing these streets at
all hours of the day and night. Such traffic would be disruptive to residents’ personal
vehicles.

~ Purpose and Intent Item ‘C’: Advance Traffic Safety--The tractor-trailer trucks from the
proposed development would utilize Davidson Parkway in close proximity to Walter Way,
where the clubhouse and community pool for the adjacent Northbridge Crossing
residential development are located. This could present safety hazards to adults and
children who are walking and playing in the vicinity.

~ Purpose and Intent Item ‘F’: Prevent the Overcrowding of Land--Although no
information has been provided about the projected number of employees who would
work at the Davidson Parkway Commerce Center, the proposed large parking lot, with
761 regular parking spaces, 73 loading (trailer) spaces, and 20 accessible spaces, indicates
a significant concentration of population on the property.

~ Purpose and Intent Item ‘G’: Facilitate the Adequate Provision of Transportation—
The subject property is landlocked, having no access from the west (adjacent to I-675) or
south (lack of any existing streets). Thus, all project trucks would be required to utilize
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the one main driveway off Davidson Parkway. In addition, Davidson Parkway and Walter
Way are collector and minor streets, respectively, and they would be subjected to handling
a huge traffic increase, including commercial trucks and employees’ vehicles. Highway
138, as well, would receive a huge influx of traffic at all hours of the day and night. GRTA
found that the proposed project would be in the best interest of the State; thus it would
approve the needed transportation improvements to serve the proposed project.
However, whether such funds would actually be available is questionable, and without the
needed improvements, the transportation impacts could be adverse. In addition, whether
trucks from the project could be prevented from travelling east on Davidson Parkway and
utilizing North Henry Boulevard cannot be assured at this time.

~ Purpose and Intent Item ‘H’: Protect Property Against Blight and Deterioration--In
general, the presence of industrial uses adjacent to residential uses is not desirable.
Residents of the adjacent Northbridge Crossing residential development are likely to
perceive that their property values would decline significantly.

~ Purpose and Intent Item ‘I’: Encourage the Most Appropriate Use of Land—Due to the
property’s current zoning of C-3, its most appropriate uses would be a continuation of
motel and restaurant uses that are found along Davidson Parkway to the north, within
Clayton County, where they could serve the traveling public off Highway 138. Additional
appropriate uses would be the types of commercial uses which were proposed by the
Reeves Creek DRI.

CRITERION #3: Potential positive effects of the rezoning amendment on the character of
the proposed zoning district, a particular piece of property, neighborhood, a particular
area, or community.

The proposed Davidson Parkway Commerce Center development could potentially have
several benefits, as are listed below; although they would need to be weighed against the
project’s likely detrimental impacts on the surrounding neighborhood.

1. The completed project would represent a major employment center, bringing new jobs
and revenues to the City of Stockbridge and the surrounding community. However, the
City’s adopted LCI Study included an “I-75 Activity Center Concept Plan”, which
envisioned the subject property as including very different types of uses (Class A office
space, hotels, retail, multifamily, and senior housing) than what the applicant proposes to
build.

2. For passing motorists along Interstates 75 and 675 North, the project would serve as a
visual gateway into the City.

3. The requested M-1 district would be located next to an existing M-1 district at the
southeast corner of the subject property, where the Drivetime establishment is present.
But Drivetime existed several years before the Northbridge Crossing residential
development was constructed. Residents of the neighborhood already are having to
endure the adverse effects of its presence—visual blight, noise, and trucks transporting

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stacked cars. Therefore, the presence of an adjacent M-1 district is not sufficient
justification for granting the requested M-1 rezoning of the subject property.

CRITERION #4: The physical conditions of the site relative to its capability to be
developed as requested, including topography, drainage, access, and size and shape of
the property.

The subject property is physically conducive to the proposed development. Due to the
presence of Reeves Creek, the required buffers would need to be provided and maintained.
The site plan identifies the locations of these buffers.

While the subject property is physically located adjacent to Interstates 75 and 675, there
would be no direct access from the Interstates to the property. In fact, trucks exiting I-675
onto Highway 138 would need to drive over one mile to reach the site.

However, since the property is landlocked, it is not a good location for the large number of
trucks that would serve the proposed project. Aside from the indicated emergency access
driveway, the project would have only one access point, and all trucks would be required to
funnel through it on a daily basis. The site plan does indicate a “Future 60’ R/W” as an
extension of the project’s driveway, which could potentially connect with a new road to the
south in unincorporated Henry County. But there are no current plans to provide this
extension.

CRITERION #5: The impact upon adjacent property owners should the request be
granted.

As an industrial use, the proposed project would be incompatible with the existing
residential uses bordering and across from the subject property. In particular, the inclusion
of many “trailer parking” spaces on the site plan suggests that large, 18-wheel trucks rather
than small delivery trucks would be used. The applicant has not determined who the tenants
of any of the building would be, and therefore cannot determine the volume or type of truck
traffic that would be created as a result of the proposed development. Having such a large
fleet of trailer trucks traversing the Northbridge Crossing neighborhood at all hours of the
day and night would be disruptive to the tranquility of the existing residences, and
particularly to the ability of the homeowners to enjoy their clubhouse and pool, which are
located directly across Walter Way from the subject property. The residents already must
endure the presence of large trucks in their neighborhood from the Drivetime establishment,
thus it would not be desirable to add significantly more large trucks to their neighborhood.

CRITERION #6: The potential impact of the rezoning on City infrastructure including
water and sewage system.

The applicant has submitted a letter from the City’s Public Works Department, dated May 27,
2021, which states that water and sewer service are “available” for the proposed Davidson
Parkway Commerce Center.

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CRITERION #7: The impact of the proposed amendment on adjacent thoroughfares and
pedestrian and vehicular circulation and traffic volumes.

The Amended Site Plan shows that a nature trail would be constructed adjacent to the project
driveway, for use by pedestrians. This location is likely to be hazardous to pedestrians as
they walk next to the trailer trucks which are using the driveway. The nature trail should be
moved away from the driveway and closer to the creek and buffer areas. ARC noted the
importance of having an effective pedestrian circulation plan.

The site plan should also be modified to indicate the precise location of the emergency fire
truck access. Currently, the site plan shows an “auto only entrance/exit” through the large
parcel off Walter Way. This needs to be changed to an emergency vehicle access only.
Further, the applicant should decide whether this access will be in its current location, or
whether it would occur through the small parcel off Walter Way. If the small parcel off
Walter Way is not to be used for this, or any other, purpose in connection with the Davidson
Parkway Commerce Center, then the applicant should decide whether or not that parcel is
to be included in this rezoning case.

Although the applicant’s Traffic Impact Study stated that many of the intersections within
the vicinity would operate at Levels of Service ‘E’ and ‘F’ as a result of the buildout of the
proposed project, “no improvements” were needed to mitigate the traffic impacts of the
project on these intersections. Such a conclusion does not seem to be reasonable. The Study’s
recommendation that “consideration” be made to making modifications to the signal timing,
and to widening Highway 138/Lake Spivey Parkway to six lanes, suggests that the traffic
impacts of the proposed project would be significant enough to justify implementing such
improvements. Other deficiencies of the Study include its lack of sufficient information
about trucking operations (hours and frequency of operation) and possible hazards to
pedestrian safety from the sheer number of trucks.

GRTA’s Notice of Decision stated that the proposed Davidson Parkway Commerce Center
was approved subject to conditions that it identified in its Attachment A, as are listed below;
and subject to the limitations of its Attachment B, which would allow the expenditure of state
and federal funds for needed traffic and transportation improvements as long as the
conditions from Attachment A were met. GRTA’s approval would also be required for the
expenditure of state and federal funds to extend the project’s driveway southward.

GRTA’s Conditions of Approval:
• Provide sidewalks along the development’s frontage on Davidson Parkway.
• Install a crosswalk at the driveway entrance on Davidson Parkway.
• Install pedestrian infrastructure within the site along the project driveway.
• Install signage to restrict trucks on Davidson Parkway between Walter Way and North
Henry Boulevard.

The impacts of the proposed development on the Clayton County portion of Davidson
Parkway were not determined from either the applicant’s Traffic Impact Study nor the DRI
reviews. Such potential impacts are listed below. Although this area lies outside of the
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Stockbridge City Limits, such impacts should be studied to determine whether any additional
improvements need to be made.

Other Potential Impacts to Examine:
• Whether the northern section of Davidson Parkway needs to be widened to four lanes
to accommodate the development’s large traffic volumes.
• Whether the curves in the northern section of Davidson Parkway would present driving
difficulties for the tractor-trailer trucks.
• Whether the heavy truck volumes on the northern section of Davidson Parkway would
present conflicts with customer traffic at the driveways of the adjacent businesses.

Criterion #8: The merits of the requested change in zoning relative to any other
guidelines and policies for development, which the Planning Commission and City
Council may use in furthering the objective of the comprehensive plan.

This Staff Report has demonstrated that the proposed rezoning and Comprehensive Plan
Amendment would not be compatible with the adjacent Northbridge Crossing residential
development, and that it may be detrimental to the safety and well-being of its nearby
residents. Further, the proposed development would be very different from the commercial
uses that were envisioned and planned by the Northbridge Crossing rezoning, Development
Agreement, and DRI; as well as the intent of the more recent Reeves Creek DRI.

Nevertheless, if the Stockbridge Mayor and City Council decide to approve RZ-2021-01, the
requested rezoning of the property, as well as the subsequent acquisition of development
permits from the City, would be subject to the following restrictions from the Zoning Code:

12.12.003 Expiration of Approvals.

A. Amendment of the Official Zoning Map (Rezoning).

1. After an approval has been granted for an amendment to the official zoning map to
create or extend any zoning district, the applicant, agent or property owner has eighteen
(18) months in which to make substantial progress in developing the property.

2. Substantial progress shall mean the point of construction at which time the first
inspection is carried out.

3. If no substantial construction or alteration of the property or other affirmative action to
develop the property has occurred within eighteen (18) months of the granting of an
application for rezoning, the zoning advisory board may review the situation and report
its findings with recommendations to mayor and council. The council may change the
zoning category to its prior or other appropriate zoning district classification at a public
hearing.

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Criterion #9: The ability of the subject land to be developed as it is presently zoned.

The subject property could be developed as commercial uses under its current C-3 zoning
classification. Such uses could include a continuation of the motels and restaurants which
exist along the northern portion of Davidson Parkway in Clayton County; other commercial
uses which were recommended by the original Northbridge Crossing development; and
commercial uses which were planned as part of the Reeves Creek DRI development
(including restaurants, hotels, medical facilities, and a convention center). The City may
consider allowing the requested rezoning and proposed development to proceed versus the
merits of denying this request and instead allowing, and perhaps encouraging, the subject
property to be developed with uses that are permitted under the existing C-3 zoning
classification. Three reasons support this idea:

1. Absence of Tractor-Trailor Trucks--Although the types of commercial uses that are
permitted under C-3 zoning, including those which were planned under the Northbridge
Crossing DRI and the Reeves Creek DRI, may generate substantial customer traffic, this
may be viewed more favorably than the significant number of tractor-trailer trucks
which would serve the proposed development at all hours of the day and night.

2. Provision of Services to the General Public--Many commercial uses which may be
developed under C-3 zoning could provide valuable services to the general public, as
were planned under the Northbridge Crossing DRI and the Reeves Creek DRI; whereas
the proposed development would mainly serve the internal needs of the businesses who
would locate there.

3. Scarcity of Large, Undeveloped Tracts of Land--The subject property is one of the few
remaining large tracts of land which exist in the City, and it represents a unique
opportunity to provide major services and facilities to benefit the general public, which
may not be possible elsewhere in the City.

RECOMMENDATIONS

The Planning and Zoning Staff recommends the DENIAL of the rezoning of the subject
property from ‘C-3’to the requested ‘M-1’ zoning district classification.

However, if the Stockbridge City Council decides to approve these applications, such
approvals should be contingent upon the developer meeting the ZONING CONDITIONS that
are listed below. Where these conditions conflict with the stipulations and offerings that are
contained within the applicant’s Letter of Intent, these conditions shall supersede unless
specifically stipulated by the Mayor and Council.

1. Regarding the future land use designation—The approval of this rezoning request
shall be contingent upon the future land use designation of the subject property being
changed from its current ‘Low-Density Vertical Mixed-Use’ designation to the ‘Light
Industrial’ designation to allow for the rezoning of the property to M-1. This shall be

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 19 of 21

done via the approval of the applicant’s requested Comprehensive Plan Amendment,
which comprises Case #CP-2021-01.

2. Regarding the recombination of parcels:

a. If the applicant wishes to rezone the subject property for the express purpose of
developing the proposed Davidson Parkway Commerce Center, then the requested
rezoning of the property shall be contingent upon, and not be completed until, the
recombination of the property’s three parcels into one parcel is approved by the
Planning Commission and a new plat of the property is officially recorded at the Henry
County Superior Court Real Estate Division Office.

b. If the applicant wishes to rezone each of the three parcels individually without
combining them, then no recombination plat application is required; however, the
proposed development may NOT occur.

3. Regarding the site plan – The applicant submitted an “Amended Site Plan”, which was
titled “Davidson Parkway Commerce Center; DRI 3309” and prepared by Eberly &
Associates on July 19, 2021. However, the proposed development shall occur according
to a new but similar site plan which makes the following minor modifications:

a. Nature Trail--Relocation of the “nature trail” away from the project driveway and to
an acceptable location near the creek and buffer areas on the eastern side of the
subject property. If this is not possible, then an acceptable physical barrier shall be
constructed between the nature trail and the project driveway to protect pedestrians
from trailer trucks using the driveway.
b. Secondary Access--Designation of the secondary access driveway off Walter Way as
being for emergency vehicles only, instead of automobile traffic.
c. Inclusion of Small Parcel Off Walter Way—The applicant should decide whether to
include this parcel in the rezoning case for the provision of the secondary access or
any other purpose; and if so, should modify the site boundaries to include it.
d. Truck Staging—Indication on the site plan, as was noted by ARC, of an acceptable truck
staging plan to prevent the queuing of heavy trucks on surrounding streets.
e. Existing Structures and Easement—The site plan should indicate whether the existing
structures on the large parcel would remain, and what their intended uses would be.
Whether the existing easement from Walter Way would remain should also be
indicated.

4. Regarding landscape design—The developer shall submit an acceptable landscape
design plan for the proposed development during the plan review process for a land
disturbance permit.

5. Regarding buffering—The developer shall meet all City, County, State, and federal
requirements pertaining to the provision of sufficient buffers and related environmental
protections in connection with the existing streams on the subject property.

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 20 of 21

6. Regarding architectural design:

a. The proposed buildings shall have such design and exterior building materials to give
them the appearance of office buildings.

b. All warehouse areas and truck bays shall be adequately screened.

7. Regarding transportation improvements—The developer shall meet all of the
requirements that are specified in GRTA’s attached Notice of Decision for DRI #3309,
dated August 9, 2021, which includes its “Attachment A--General Conditions”,
“Attachment B--Required Elements of the DRI Plan of Development”, and “Attachment C-
-Required Improvements to Serve the DRI.”

8. Regarding procedural matters:

a. The applicant or developer shall submit a recombination plat application for review
and approval by the Planning Commission after the rezoning of the property is
approved.

b. After a recombination plat application has been approved by the Planning Commission,
it shall be recorded with the Henry County Superior Court and a copy shall be provided
to the City before the City may issue any land disturbance or building permits for the
proposed development.

c. In compliance with Section 12.12.016(6) of the Stockbridge Zoning Code
(“Applications Subject to Mayor and Council Action”), any proposed modifications to
the conditions of an approved rezoning “shall be reviewed and decisions rendered by
the mayor and council.” For such purpose, the applicant/developer shall submit a
“zoning modification application” to the City’s Planning and Zoning Staff.

d. In compliance with Section 12.12.003(A) of the Stockbridge Zoning Code (“Expiration
of Approvals”), the zoning classification of the property may revert back to ‘C-3’, or to
some other zoning classification after a period of eighteen (18) months, if the Mayor
and City Council chooses, if “substantial progress” has not been achieved in the
construction of the proposed development, whereby the first inspection is carried out.

City of Stockbridge Planning and Zoning Staff
RECOMMENDATION:

DENIAL

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 21 of 21

City of Stockbridge Planning Commission
RECOMMENDATION:

City of Stockbridge Mayor and Council:
ACTION:

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
CP-2021-01
RZ-2020
Page -01
1 of 10

COMPREHENSIVE PLAN AMENDMENT FOR THE PROPOSED “DAVIDSON
PARKWAY COMMERCE CENTER”
AT DAVIDSON PARKWAY AND WALTER WAY:
FROM 'LOW-DENSITY VERTICAL MIXED-USE’ TO ‘LIGHT INDUSTRIAL’

CASE FACTS

Applicant: EastGroup Properties, L.P. (is also the developer)

Agent: Battle Law, P.C. (c/o Michele Battle)

Location: Located in northwest Stockbridge, south side of Davidson Parkway
and west side of Walter Way; in Land Lot 57 of District 12.
Surrounding Lan
Parcel ID: Includes three parcels:
• Parcel #030-01009006—Small parcel off Davidson Parkway.
Contains approximately 1.66 acres.
• Parcel #030-01009005—Small parcel off Walter Way.
Contains approximately 3.63 acres.
• Parcel #030-01009000—Large parcel off Walter Way.
Contains approximately 73.88 acres, including about 10.5 acres of
“restricted-use commercial” due to the presence of Reeves Creek and
required buffers.

Lot Size/Acres: 79.17 total acres within three parcels.

Request: Comprehensive Plan Amendment to change the property’s future
land use designation from ‘Low-Density Vertical Mixed-Use’ to
‘Light Industrial’ to allow the rezoning of the property from ‘C-3’
(Heavy Commercial) to ‘M-1’ (Light Industrial’).

Proposed Use/ Development of a “business distribution center” comprising five
Purpose buildings with office and warehouse uses, having a total building
space of 695,860 square feet.

Existing Land Vacant land that is fairly level and mostly wooded. Reeves Creek
Uses: traverses the eastern side the property.

Zoning Includes the following:
History: • Multiple rezonings for the Northbridge Crossing development.
• Northbridge Crossing DRI Review
• Rezoning Case #RZ-09-12-S
• Development Agreement for Northbridge Crossing
• Reeves Creek DRI Review
• Davidson Parkway Commerce Center DRI Review
City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 2 of 10

Future Land Low-Density Vertical Mixed-Use. This designation does not allow
Use the proposed M-1 zoning district. It needs to be changed to Light
Designation: Industrial.

Road Access: Via a small parcel off Davidson Parkway. Site traffic would come
from and go to Interstate 75, Interstate 675, and Highway 138 via
the Clayton County portion of Davidson Parkway to the north.
Emergency access would also be available through the small parcel
off Walter Way.

Application July 6, 2021. The applicant requested that the application be
Received: deferred for one month.

Community
Meetings Held August 18, 2021
By the and
Applicant (2): September 15, 2021

Sign Posted: September 2, 2021

Planning
Commission September 23, 2021
Meeting:

Council October 11, 2021
Meeting:

Development Regulations Relevant to Request:
• City of Stockbridge Unified Development Code (including the Zoning Code and the
Subdivision Ordinance).
• All other City Code sections regarding site development standards and requirements.

APPLICANT’S REQUESTS

On July 1, 2021, the applicant submitted a rezoning application and two letters of request, as
are listed below, to allow for the proposed development on the subject property. All three
of the parcels comprising the property, as were identified above, are owned by GDCI GA LP
6 (“GDCI”), and EastGroup Properties is its development partner.

1. Rezoning Case #RZ-2021-01.
2. Comprehensive Plan Amendment Case #CP-2021-01.
3. Development of Regional Impact (DRI) Case #DRI 3309.

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 3 of 10

This Staff Report will address the requested Comprehensive Plan Amendment only (CP-
2021-01). A separate staff report has been prepared for the rezoning case, RZ-2021-01,
which also includes a summary of the findings of the DRI Review for DRI #3309. The
applicant was also advised that a recombination plat application would also need to be for
the purpose of combining the three parcels comprising the subject property into one parcel.

A. Rezoning Request. The applicant requests that the subject property be rezoned from ‘C-
3’ (Heavy Commercial) to ‘M-1’ (Light Industrial) to allow for the development of a “business
office park” containing five new buildings with a total of 695,860 square feet, according to
the Amended Site Plan. The proposed project would be constructed in one phase, with an
anticipated buildout by 2024. The applicant’s sample renderings show that the proposed
project would have the appearance of an office park, with office uses in the fronts of the
buildings and warehouses in the sides and rears.

B. Comprehensive Plan Amendment Request. To facilitate the rezoning and the
development of the proposed project, the applicant also simultaneously submitted a
Comprehensive Plan Amendment application (CP-2021-01). The purpose of CP-2021-01 is
to change the property’s current future land use designation from ‘Low-Density Vertical
Mixed-Use’ to ‘Light Industrial’ to allow for the requested M-1 rezoning since M-1 districts
are not permitted within the Low-Density Vertical Mixed-Use designation.

C. Development of Regional Impact (DRI) Request. The filing of a DRI application was
necessitated due to the proposed large size of the project, which would exceed the Georgia
Department of Community Affairs’ (DCA) threshold of 500,000 square feet for wholesale and
distribution projects. The City thus submitted an initial DRI application (DRI #3309) and it
was transmitted to both the Atlanta Regional Commission (ARC) and the Georgia Regional
Transportation Authority (GRTA) for review.

EXISTING CONDITIONS

A. Property Location. Per the attached “Aerial Photo of Site Vicinity”, the subject property
is located in the northwestern area of the City of Stockbridge, near the Clayton County line;
about half a mile south of Highway 138 / Lake Spivey Parkway and about half a mile west of
North Henry Boulevard. It is bordered by Davidson Parkway to the north, Walter Way to the
east, and Interstates 75 and 675 to the south and west. One of the three parcels comprising
the subject property is located on the curve of Davidson Parkway, south of the Clayton
County line. Trucks servicing the proposed development would access the site by using
Davidson Parkway (a collector street) within Clayton County from Highway 138 / Lake
Spivey Parkway (a major arterial) as they are en route to and from Interstates 75 and 675.

B. Property Characteristics. The subject property comprised of three parcels, including a
small parcel on Davidson Parkway (with about 1.66 acres), a small parcel on Walter Way
with about 3.63 acres), and a large parcel on Walter Way (with about 73.88 acres). These
parcels are shown on three attached aerial photographs. Reeves Creek is located near the
eastern boundary of the development site, with required buffers. Due to the lack of access

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 4 of 10

to the property from the south and west, the property is viewed as being landlocked. The
property is part of the adjacent Northbridge Crossing residential development.

C. Surrounding Land Use and Zoning. The subject property is surrounded by a mixture of
land uses and zoning districts, as is indicated by Table 1 below. To the north, along Davidson
Parkway within Clayton County, are several commercial uses, including motels, a gas station,
a fast food restaurant, a fitness center, and an automotive repair center. To the northeast is
some vacant land along Davidson Parkway and Walter Way, which is zoned ‘C-2’ (General
Commercial). To the west and southwest, the subject property is bordered by Interstate 675.
To the east is the Northbridge Crossing Subdivision (whose property is zoned ‘RM-2’ for
Multifamily/Townhomes). The subdivision is the predominant land use in the vicinity. Its
clubhouse and pool are located directly across Walter Way from the proposed development
site. Bordering the site to the southeast is the Drivetime Automotive Reconditioning Center
off Walter Way, which was established in 1997 and whose property is zoned ‘M-1’.

TABLE 1:-- SURROUNDING LAND USE AND ZONING

Location Existing Land Use Existing Zoning

Property to the North Within Clayton County N/A
Property to the Vacant Land C-2 (General
Northeast Commercial)
Property to the Automobile refurbishing business M-1 (Light
Southeast (Drivetime) Manufacturing)
Property to the South Henry County N/A
Property to the East Northbridge Crossing development-- RM-2 (Multifamily
single-family detached residential Residential--
dwellings Townhomes)
Property to the West,
Northwest, and Interstate 675 N/A
Southwest

COMPREHENSIVE PLAN AND FUTURE LAND USE MAP
The City of Stockbridge adopted the City of Stockbridge Comprehensive Plan 2018-2038 as
a guide for the future development of the City, and its Land Use Element provides a vision
for the development or redevelopment of land in the City over the 20-year period. Other
adopted plans may contribute toward the shaping of this vision. The Future Land Use Map,
which is part of the Comprehensive Plan, has assigned a “future land use designation” to
every parcel within the City. The passage below from Page 39 describes the importance of a
property’s future land use designation relative to its zoning classification:

On parcels where change is desired or anticipated by the community and the City, . .
. . should the owner or a developer apply for a change in zoning . . . , only certain types

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 5 of 10

of uses and developments would be considered or supported by city staff . . .
Therefore, city planning staff must carefully consider the future land use designation
of a property when writing a recommendation for a rezoning . . . Failure to follow the
recommendations of the adopted future land use map weakens its significance over
time and prevents the community from achieving its desired development pattern. . .
. GOAL -- To ensure that new developments promote a better sense of place and
preserve valued elements of community character.

The attached Future Land Use Map shows that the subject property has a future land use
designation of “Low-Density Vertical Mixed-Use.” The Comprehensive Plan provides the
description below for this designation. In addition, the list of “compatible districts” includes
MUND (Mixed-Use Neighborhood Development), O-I (Office-Institutional), and C-1
(Neighborhood Commercial). The requested M-1 (Light Manufacturing) district is not
included.

[Low-Density Vertical Mixed-Use Land Use Designation]
This designation is intended for commercial/retail areas along various corridors and
intersections located throughout the City. These areas mainly serve the residents of
the surrounding residential neighborhoods. Future development and
redevelopment should maintain the community-oriented feel of these areas, with a
focus on creating small mixed-use areas combining locally owned retail, low
intensity office uses, and apartment/condo/loft uses in two story buildings in a
pedestrian friendly environment, allowing nearby residents to safely walk to and
within them.

From this description, the proposed development would not be compatible with the future
land use designation of the property since it would feature very different types of uses which
would be internally-focused rather than serving the residents of the surrounding area.
Therefore, a Comprehensive Plan Amendment is required to change the land use designation
of the property to “Light Industrial”, which would allow the requested M-1 (Light
Manufacturing) rezoning of the property. In addition, the list of “compatible districts”
includes M-1, O-I, C-2, and C-3.

[Light Industrial Land Use Designation]
This designation is intended for business parks, which incorporate offices along with
other uses such as warehouses, wholesale, research and development, printing
businesses, self-storage units, and light manufacturing operations. Buildings should
be constructed of a variety of materials such as brick, hardi-plank siding, and stucco.
When located adjacent to residential or mixed -use areas, large, landscaped buffers
should be required. High Density Residential developments may also serve as a
transition between light industrial, low and medium density residential
developments, and mixed-use projects.

The ‘Light Industrial’ would be the appropriate future land use designation for the proposed
development since it allows office and warehouse uses.

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 6 of 10

ZONING DISTRICT COMPARISONS
The applicant proposes to rezone the subject property from its existing ‘C-3’ (Heavy
Commercial) district to the ‘M-1’ (Light Manufacturing) district. The purposes of the C-3 and
M-1 districts are provided below. The property’s current C-3 district classification does not
allow for the proposed business distribution uses. Further, the C-3 district allows “Other
heavy commercial and service activities which are not primarily of an industrial or manufacturing
nature . . . “

C-3 District Purpose (from Section 12.02.044 of the Stockbridge Zoning Code):

Provide areas for commercial activities which provide products and ser vices that
require locations along major arterial roads, highway intersections, and freeway
interchange areas, due to their need to transport and display heavy bulk materials,
and generate heavy traffic; and which provide services that would not be
appropriately located in areas providing neighborhood or general commercial retail
and service activities which are permitted in the C-1 and C-2 districts.

M-1 District Purpose (from Section 12.02.051 of the Stockbridge Zoning Code):

Provide for light industrial uses, all of which shall be nuisance-free and not generators
of hazardous wastes. Such uses shall be located on either arterial or major col-lector
streets, or within industrial parks having access to such thoroughfares.

PROPOSED DEVELOPMENT

The proposed buildings comprising the Davidson Parkway Commerce Center would be built
on a speculative basis since the actual tenants to occupy them is unknown at this time.
Similar projects which the developer has constructed have resulted in office space uses
comprising 10 to 15 percent of the total building space, with an average size of 30,000 square
feet. The total building space in the Davidson Parkway Commerce Center is anticipated to
include about 15 percent in office uses at the fronts or sides of the buildings and about 85
percent in warehouse uses at the rears of the buildings.

Multiple tenants providing business distribution services are expected to locate within the
development. Similar projects which the developer has constructed have attracted tenants
in the e-commerce, retail, telecommunications, and pharmaceutical industries. No
manufacturing or heavy industrial operations would take place. Rather, products and
merchandise would be stored and processed in the proposed warehouses, then loaded onto
small delivery trucks for distribution. The applicant has stated that the trucks would
resemble UPS and FedEx delivery trucks. The businesses would not have typical daytime
business hours, but they would operate throughout the day and night.

The attached “Amended Site Plan”, which was prepared on July 19, 2021 by Eberly &
Associates, shows that the proposed Davidson Parkway Commerce Center would consist of
five buildings having a total of 695,860 square feet. Access would occur off Davidson
Parkway, with emergency access from Walter Way. A “nature trail” would be located
City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 7 of 10

adjacent to the project driveway. “Trailer” parking spaces and loading areas would be
located primarily on the back sides of the buildings. The existing streams would be
maintained and buffered on eastern side of the property.

PROJECT IMPACTS

The applicant has submitted a Traffic Impact Study, which was prepared by NV5 Engineers
and Consultants on June 18, 2021. The Study projected that the proposed development
would generate about 1,200 trips per day. Trucks from the development would be expected
to exclusively use Davidson Parkway to and from Highway 138 (Lake Spivey Parkway),
which would be used for access to and from Interstates 75 and 675. Trucks would be
operating at all hours of the day and night.

GRTA and ARC completed their reviews of DRI #3309 on August 5 and 9, 2021, respectively.
In its “Notice of Decision”, GRTA found that the proposed development was in the best
interest of the State, and its decision was “approval with conditions” pertaining to the site
plan. ARC also made a favorable review in its Regional Review Finding on August 9, 2021,
finding that the proposed development would carry out certain regional policies.

ANALYSIS OF REQUEST:

Consistency with the Comprehensive Plan. The requested Comprehensive Plan
Amendment of the subject property from its current future land use designation of ‘Low-
Density Vertical Mixed-Use’ to ‘Light Industrial’ is necessary because the current designation
does not allow M-1 districts, while the Light Industrial designation does.

Relation to the Purpose and Intent of the Zoning Code. In order for the requested
Comprehensive Plan Amendment to be justified, the requested rezoning of the property
would need to be approved. The Stockbridge Zoning Code identifies several purposes and
intents, and some of them are listed below. The proposed Davidson Parkway Commerce
Center is not anticipated to carry out those purposes and intents, as is explained below.

~ Promotion of Prosperity and General Welfare of City Residents—The proposed
project is not anticipated to promote the prosperity and general welfare of the
adjacent, well-established Northbridge Crossing residential development. The
project’s office and warehouse uses would be incompatible with the residential
neighborhood. Although an M-1 district borders the subject property to the
southeast, comprising the existing Drivetime automotive refurbishing
establishment, its presence does not justify rezoning the subject property to M-1.
The Drivetime establishment existed several years before the Northbridge
Crossing property was rezoned, and before any homes were constructed.
Maintaining the character and stability of the existing residential neighborhood,
and protecting the existing residents, are paramount.

~ Minimize Congestion on the Public Streets--The proposed project is anticipated to
generate significant traffic volumes on Davidson Parkway and Walter Way,
City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 8 of 10

including large tractor-trailer trucks, which would be utilizing these streets at all
hours of the day and night. Such traffic would be disruptive to residents’ personal
vehicles and the safety of pedestrians.

~ Advance Traffic Safety--The tractor-trailer trucks from the proposed development
would utilize Davidson Parkway in close proximity to Walter Way, where the
clubhouse and community pool for the adjacent Northbridge Crossing residential
development are located. This could present safety hazards to adults and children
who are walking and playing in the vicinity.

~ Prevent the Overcrowding of Land--Although no information has been provided
about the projected number of employees who would work at the Davidson
Parkway Commerce Center, the proposed large parking lot, with 761 regular
parking spaces, 73 loading (trailer) spaces, and 20 accessible spaces, indicates a
significant concentration of population on the property.

~ Facilitate the Adequate Provision of Transportation—The subject property is
landlocked, having no access from the west (adjacent to I-675) or south (lack of any
existing streets). This means that all project trucks would be required to utilize the one
main driveway off Davidson Parkway. In addition, Davidson Parkway and Walter Way
are collector and minor streets, respectively, and they would be subjected to handling a
huge traffic increase, including commercial trucks and employees’ vehicles. Highway
138/Lake Spivey Parkway, as well, would receive a huge influx of traffic at all hours of the
day and night. The ability to keep tractor-trailer trucks off of the eastern portion of
Davidson Parkway, as the City wishes, is uncertain.

~ Protect Property Against Blight and Deterioration--In general, the presence of
industrial uses adjacent to residential uses is not desirable. Residents of the adjacent
Northbridge Crossing residential development are likely to perceive that their property
values would decline significantly.

~ Encourage the Most Appropriate Use of Land—Due to the property’s current zoning of
C-3, its most appropriate uses would be a continuation of motel and restaurant uses that
are found along Davidson Parkway to the north, within Clayton County, where they could
serve the traveling public off Highway 138. Additional appropriate uses would be the
types of commercial uses which were proposed by the now-defunct Reeves Creek DRI.

Suitability of the Site’s Location. Since the subject property is landlocked, it is not a good
location for the large number of trucks that would serve the proposed project. The site plan
does indicate the provision of future right-of-way as an extension of the project’s driveway,
which could potentially connect with a new road to the south in unincorporated Henry
County. But there are no current plans to provide this extension.

Compatibility of Land Uses. As an industrial use, the proposed project would be
incompatible with the existing residential uses bordering and across from the subject
property. In particular, the inclusion of many “trailer parking” spaces on the site plan

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 9 of 10

suggests that large, 18-wheel trucks rather than small delivery trucks would be used. Having
such a large fleet of trailer trucks traversing the Northbridge Crossing neighborhood at all
hours of the day and night would be disruptive to the tranquility of the existing residences,
and particularly to the ability of the homeowners to enjoy their clubhouse and pool, which
are located directly across Walter Way from the subject property. As was said above, the
residents already must endure the presence of large trucks in their neighborhood from the
Drivetime establishment, thus it would not be desirable to add significantly more large
trucks to their neighborhood.

This Staff Report has demonstrated that the proposed rezoning and Comprehensive Plan
Amendment would not be compatible with the adjacent Northbridge Crossing residential
development, and that it may be detrimental to the safety and well-being of its residents.
Further, the proposed development would be very different from the commercial uses that
were envisioned and planned by the Northbridge Crossing rezoning, Development
Agreement, and DRI; as well as the intent of the more recent Reeves Creek DRI.

Maintaining the Current Zoning. The subject property could be developed as commercial
uses under its current C-3 zoning classification. Such uses could include a continuation of
the motels and restaurants which exist along the northern portion of Davidson Parkway in
Clayton County; other commercial uses which were recommended by the original
Northbridge Crossing development; and commercial uses which were planned as part of the
Reeves Creek DRI development (including restaurants, hotels, medical facilities, and a
convention center). The City should carefully consider the wisdom of allowing the requested
rezoning and proposed development to proceed versus the merits of denying this request
and instead allowing, and perhaps encouraging, the subject property to be developed with
uses that are permitted under the existing C-3 zoning classification. Three reasons support
this idea:

1. Absence of Tractor-Trailor Trucks--Although the types of commercial uses that are
permitted under C-3 zoning, including those which were planned under the Northbridge
Crossing DRI and the Reeves Creek DRI, may generate substantial customer traffic, this
may be viewed more favorably than the significant number of tractor-trailer trucks which
would serve the proposed development at all hours of the day and night.

2. Provision of Services to the General Public--Many commercial uses which may be
developed under C-3 zoning could provide valuable services to the general public, as were
planned under the Northbridge Crossing DRI and the Reeves Creek DRI; whereas the
proposed development would mainly serve the internal needs of the businesses who
would locate there.

3. Scarcity of Large, Undeveloped Tracts of Land--The subject property is one of the few
remaining large tracts of land which exist in the City, and it represents a unique
opportunity to provide major services and facilities to benefit the general public, which
may not be possible elsewhere in the City.

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
Page 10 of 10

RECOMMENDATIONS

The Planning and Zoning Staff recommends the DENIAL of the Comprehensive Plan
Amendment of the subject property from its existing future land use designation of ‘Low-
Density Vertical Mixed-Use’ to the requested ‘Light Industrial’ future land use designation.
Such a denial can only be made if the applicant’s requested rezoning of the property from C-
3 (Heavy Commercial) to M-1 (Light Industrial) is also denied since the rezoning of the
property cannot occur without the request Comprehensive Plan Amendment.

However, if the Stockbridge Mayor City Council decides to approve the requested
Comprehensive Plan Amendment, such approval shall be conditioned upon the conditions
that are listed below.

1. The Comprehensive Plan Amendment shall only be approved if the requested
rezoning of the property, per RZ-2021-01, is also approved, simultaneously or prior
to the Comprehensive Plan Amendment.

2. Approval of the Comprehensive Plan Amendment shall be contingent upon the
developer meeting the Zoning Conditions that are specified for the approval of RZ-
2021-01. The zoning conditions pertain to the following:

• Specifics for carrying out the construction of the development itself.
• Possible modifications to the conditions of an approved rezoning.
• Expiration of approvals for an approved rezoning.

City of Stockbridge Planning and Zoning Staff
RECOMMENDATION:

DENIAL

City of Stockbridge Planning Commission
RECOMMENDATION:

City of Stockbridge Mayor and Council:
ACTION:

City of Stockbridge, GA Community Development Department (770) 389-7900 September 23, 2021
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PD PD PD PD PD PD
RM2 Hollybrook Dr
RM2 RM2 Addy Ln
C-3 (Heavy Commercial District) PD PD
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Future Land Use Map of
Parcel #030-01009000, Parcel #030-01009006, Parcel #030-01009005

Low Density Vertical Mixed Use

Low Density Vertical Mixed Use

Future Land Use Designation
Downtown District
Heavy Industrial

Low Density Vertical Mixed Use High Density Residential
Light Industrial
Low Density Residential
Low Density Vertical Mixed Use

Medium Density Residential
Medium Density Vertical Mixed Use
Park/Recreation/Conservation
Public/Institutional
Transportation/Communication/Utilities
CLAYTON COUNTY

HENRY COUNTY

SITE

LAND PLANNING
LOCATION MAP
N.T.S.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
FUTURE 60' R/W

8 5
E S DETE
A C NTI
PON ON
SP D
AILE

DAVIDSON PARKWAY
T R
19 '
LAND LOT 57, 58, 39 AND 40

AUTO ONLY ENTRANCE/EXIT
18
TRACT 2
0 0
158,334 SQ. FT.
5 F

DRI: 3309
3.63 ACRES

D G S
12TH DISTRICT
BL ,89 ±780 ES
9 C
10 E. = A

COMMERCE CENTER
' SP
9 4 F F G
HENRY COUNTY, GEORGIA
5 KI
AR
0 ' L P
DE
TEN
13 O T A
PO TION
ND 8' WIDE NATURE 0 T
ENT
ION TRAIL 14
PROJECT:
DET
PON
S 9 0
E 1
AC
TRACT 3 DETENTION
SP
59,625 SQ. FT.
1.37 ACRES
POND
79 R REVISIONS:
67 TOTAL PARKS I L E 0
8' WIDE NATURE TRAIL
TRA 40 F
24 D G S
124 TOTAL PARKING SPACES 135' BL ,320 804 E S
13 E = ±
390' A C
S P
8 ' FF G
BLDG 200 FUTURE 60' R/W
72 KIN
185' A R

30 TRAILER SPACES
116,550 SF L P
TRACT 6 A
6,686 SQ. FT.
0.15 ACRES FFE = ±816 TOT
630' BLDG 300 16
TRACT 1
214,500 SF 3,218,037 SQ. FT.
73.88 ACRES

FFE = ±818 PROJECT INFORMATION

200'
SITE DATA
EXISTING ZONING USE: C-3
PROPOSED ZONING USE: M-1

550'
TOTAL ACREAGE: 75.54
135'
HENRY COUNTY, GA
LAND LOT 57, 58, 39 AND 40; 12TH DISTRICT

07/19/2021 W. REED W. REED

1"= 100'
PARCEL #: 030-01009000 AND 030-01009006
CITY OF STOCKBRIDGE SETBACKS:
BLDG 100 FRONT: 70 ft. DEVELOPER

185'

AMENDED SITE PLAN
SIDE: 0 ft. EASTGROUP PROPERTIES
116,550 SF BACK: 20 ft. 3495 PIEDMONT ROAD NE
120 TOTAL PARKING SPACES YEILD
BUILDING 11, SUITE 350

FFE = ±816 630' BUILDING COVER: 21.1%
ATLANTA, GA 30305
(404) 301-2670
IMPERVIOUS COVER: 47.6% RON.COFFEY@EASTGROUP.NET
OPEN SPACE: 52.3%
DENSITY: 9,211 SF / ACRE ENGINEER
WESLEY REED, P.E.
146 TOTAL PARKING SPACES BUILDING DATA EBERLY & ASSOCIATES, INC.
2951 FLOWERS ROAD SOUTH
BUILDING 100: 116,550 SF SUITE 119
BUILDING 200: 116,550 SF ATLANTA, GEORGIA 30341

PROJECT MANAGER:
BUILDING 300: 214,500 SF (770) 452-7849
BUILDING 400: 138,320 SF WREED@EBERLY.NET
BUILDING 500: 109,890 SF

QA/QC CHECK:
TRAFFIC CONSULTANT

DRAWN BY:
TOTAL SQUARE FOOTAGE: 695,810 SF NAVEED JAFFAR, P.E., PTOE
NV5

SCALE:
1255 CANTON STREET
PARKING DATA
DATE:
SUITE G
WAREHOUSE PARKING REQUIRED: 1 SPACE PER 2,000 SF ROSWELL, GA 30075
695,801 SF x 85% x 1/2,000 = 296 SPACES (678) 795-3649
OFFICE PARKING REQUIRED: 3 SPACES PER 1000 SF
695,801 SF X 15% x 3/1,000 = 314 SPACES
TOTAL PARKING SPACES REQUIRED = 610 SPACES PROJECT NO.

PARKING PROVIDED = 761 SPACES GRAPHIC SCALE
100 0 50 100 200 400
21-054
ACCESSIBLE REQUIRED = 761 x 2% = 16 SPACES
ACCESSIBLE PROVIDED = 20 SPACES

LOADING SPACES REQUIRED FOR WAREHOUSE USE: ( IN FEET )
3 UP TO 65,000 SF + 1 FOR EACH ADDITIONAL 80,000 SF 1 INCH = 100 FT. SHEET NO.
3 + (695,801*85% - 65,000) / 80,000 = 10 SPACES
LOADING SPACES PROVIDED = 73 SPACES

UTILITY DEMAND R

SEWER: 20,625 GDP
WATER: 20,625 GDP www.Georgia811.com REZONING
Know what's below.
Call before you dig.
NOT ISSUED FOR
CONSTRUCTION
30'
BSL

CLAYTON COUNTY

HENRY COUNTY
70' BSL
S L
0' S
B 'B

SITE
7 20

TEL770.452.7849 FAX770.452.0086
2951 FLOWERS ROAD SOUTH, STE 119
ATLANTA, GEORGIA 30341
N WWW.EBERLY.NET

LAND PLANNING
LOCATION MAP
B 5 N.T.S. CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE
FUTURE 60' R/W
APPROX. LOCATION
FLOOD LIMITS AS PER
FEMA MAP

X X

70' BSL

50' BS
20' BSL
ER X

X FF
BU X

NIN X

70' BSL 70' BSL 70' BSL
ZO X

DETE /W
30' 10 X

8 5 ' NTI

PON ON
BSL

1 D
20' BSL
S L

E S
70
AC

DAVIDSON PARKWAY

S P
R 5 '
LAND LOT 57, 58, 39 AND 40

EMERGENCY ACCESS ONLY
L 30' BS
IL 8
R A 1
9 T 0 0
75' BSL
1 5 F

DRI: 3309
D G S 0
12TH DISTRICT
BL ,89 ±78 E S
9 C
10 E. =
25' STATE BUFFER

COMMERCE CENTER
P A
50' UNDISTURBED BUFFER
4 ' S
FF
100' ZONING BUFFER
9 NG
HENRY COUNTY, GEORGIA
APPROX. LOCATION
75' IMPERVIOUS BUFFER
5 K I 20
' BS

FLOOD LIMITS AS PER
FEMA MAP A R
0 L
L8 DE
TEN
13 O T A
PO TION
8' WIDE NATURE 0 T
14
ND
ION TRAIL
ENT

PROJECT:
D E T
PON '
S 9 0
DETENTION C E 1
POND
SP
E R REVISIONS:

8' WIDE NATURE TRAIL 67 TOTAL PARKS I L 0 0
TRA 4 F
2 4 G
D 0S 4
B ,32 80 S
124 TOTAL PARKING SPACES 135' 8 E
13 E = ±
390' A C
' SP
BLDG 200 FUTURE 60' R/W
7 2 8 FF K I N G

185' A R
116,550 SF P

30 TRAILER SPACES
A L
FFE = ±816 TOT
630' BLDG 300 16
214,500 SF
FFE = ±818 PROJECT INFORMATION

200'
SITE DATA
EXISTING ZONING USE: C-3
MAGNETIC
PROPOSED ZONING USE: M-1

September 14, 2021
135' 550'
TOTAL ACREAGE: 75.54

HENRY COUNTY, GA
LAND LOT 57, 58, 39 AND 40; 12TH DISTRICT

07/19/2021 W. REED W. REED

1"= 100'
PARCEL #: 030-01009000 AND 030-01009006
CITY OF STOCKBRIDGE SETBACKS:
BLDG 100 FRONT: 70 ft. DEVELOPER

185'

AMENDED SITE PLAN
SIDE: 0 ft. EASTGROUP PROPERTIES
116,550 SF BACK: 20 ft. 3495 PIEDMONT ROAD NE
120 TOTAL PARKING SPACES

G:\PROJECTS\2021\21-054 East Group - Davidson Parkway\5.0 Drawing\21-054 BASE.dwg
BUILDING 11, SUITE 350
YEILD
FFE = ±816 630' BUILDING COVER: 21.1%
ATLANTA, GA 30305
(404) 301-2670
IMPERVIOUS COVER: 47.6% RON.COFFEY@EASTGROUP.NET
OPEN SPACE: 52.3%
DENSITY: 9,211 SF / ACRE ENGINEER
WESLEY REED, P.E.
146 TOTAL PARKING SPACES BUILDING DATA EBERLY & ASSOCIATES, INC.
2951 FLOWERS ROAD SOUTH
BUILDING 100: 116,550 SF SUITE 119
BUILDING 200: 116,550 SF ATLANTA, GEORGIA 30341
BUILDING 300: 214,500 SF

PROJECT MANAGER:
(770) 452-7849
BUILDING 400: 138,320 SF WREED@EBERLY.NET
BUILDING 500: 109,890 SF

QA/QC CHECK:
TRAFFIC CONSULTANT
NAVEED JAFFAR, P.E., PTOE

DRAWN BY:
TOTAL SQUARE FOOTAGE: 695,810 SF
NV5

SCALE:
1255 CANTON STREET
PARKING DATA
DATE:
SUITE G
WAREHOUSE PARKING REQUIRED: 1 SPACE PER 2,000 SF ROSWELL, GA 30075
695,801 SF x 85% x 1/2,000 = 296 SPACES (678) 795-3649
OFFICE PARKING REQUIRED: 3 SPACES PER 1000 SF
695,801 SF X 15% x 3/1,000 = 314 SPACES
TOTAL PARKING SPACES REQUIRED = 610 SPACES PROJECT NO.

PARKING PROVIDED = 761 SPACES GRAPHIC SCALE
100 0 50 100 200 400
21-054
ACCESSIBLE REQUIRED = 761 x 2% = 16 SPACES
ACCESSIBLE PROVIDED = 20 SPACES

LOADING SPACES REQUIRED FOR WAREHOUSE USE: ( IN FEET )

C 2018, EBERLY & ASSOCIATES, INC.
3 UP TO 65,000 SF + 1 FOR EACH ADDITIONAL 80,000 SF 1 INCH = 100 FT. SHEET NO.
3 + (695,801*85% - 65,000) / 80,000 = 10 SPACES
LOADING SPACES PROVIDED = 73 SPACES
CALL 811
UTILITY DEMAND
REZONING

FREE THROUGHOUT
SEWER: 20,625 GDP
WATER: 20,625 GDP
THE U.S.A. www.Georgia811.com
THREE WORKING DAYS Know what's below.
BEFORE YOU DIG.
Call before you dig.
NOT ISSUED FOR
CONSTRUCTION

2021
UNIFIED DEVELOPMENT CODE
City of Stockbridge Title 12 – Unified Development Code DRAFT

TABLE OF CONTENTS
SECTION PAGE
TITLE 12: ZONING ................................................................................................................................................. 10
Chapter 1: GENERAL PROVISIONS ....................................................................................................................... 10
1.1 Title........................................................................................................................................................ 10
1.2 Authority. .............................................................................................................................................. 10
1.3 Applicability. .......................................................................................................................................... 10
1.3.1 Generally. .................................................................................................................................. 10
1.3.2 Exemptions and Exceptions. ..................................................................................................... 10
1.4 Purpose and Intent. ............................................................................................................................... 11
1.5 Relationship to the Comprehensive Plan. ............................................................................................. 11
1.6 Administrator. ....................................................................................................................................... 12
1.7 Documents Adopted by Reference. ...................................................................................................... 12
1.7.1 Official Zoning Map. .................................................................................................................. 12
1.7.2 Functional Road Plan. ............................................................................................................... 13
1.7.3 Georgia Stormwater Management Manual. ............................................................................. 13
1.7.4 Metro North Georgia Water Planning District. ......................................................................... 13
1.7.5 Floodplain Management. .......................................................................................................... 13
1.7.6 Building and Construction Codes. ............................................................................................. 14
1.7.7 OSHA Safety and Health Regulations Regarding Excavating and Trenching. ............................ 14
1.8 Rules of Interpretation. ......................................................................................................................... 15
1.8.1 Generally. .................................................................................................................................. 15
1.8.2 Rules for Boundary Interpretations. ......................................................................................... 15
1.8.3 Rules of Construction. ............................................................................................................... 16
1.8.4 Computation of Time. ............................................................................................................... 16
1.9 Abrogation............................................................................................................................................. 16
1.10 Severability. ......................................................................................................................................... 17
1.11 Conversion of Previous Zoning Districts .............................................................................................. 17
1.12 Transition Rules. .................................................................................................................................. 18
1.13 Development Standards Concerning Previously Approved Plats. ....................................................... 19
Chapter 2: ZONING AND OVERLAY DISTRICTS ..................................................................................................... 20
2.1 Generally. .............................................................................................................................................. 20
2.2 Official Zoning Map. .............................................................................................................................. 20
2.3 Establishment of Zoning Districts. ......................................................................................................... 20
2.3.1. List of Current Zoning Districts. ............................................................................................... 20
2.3.2 City of Stockbridge Zoning District Conversion Chart. .............................................................. 21

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2.4 Zoning Districts – Uses and Development Standards. ........................................................................... 23
2.4.1 RR – Rural Residential District. (Replaces the previous RA and R-1 districts.) ......................... 24
2.4.2 SR – Suburban Residential District. (Replaces the previous R-2 and R-3 districts.) ................. 26
2.4.3 CCR – City Center Residential District. (Replaces the previous RD district.) ............................ 28
2.4.4 MFR – Multiple Family Residential District. .............................................................................. 30
2.4.5 MHR – Mobile Home Residential District. ................................................................................ 32
2.4.6 OI – Office Institutional District. ............................................................................................... 34
2.4.7 DT – Downtown District. ........................................................................................................... 36
2.4.8 C1 – Neighborhood Commercial District. ................................................................................. 39
2.4.9 C2 – General Commercial District. ............................................................................................ 41
2.4.10 C3– Heavy Commercial District............................................................................................... 43
2.4.11 LI – Light Manufacturing District. ............................................................................................ 45
2.4.12 HI – Heavy Industrial District. ................................................................................................. 47
2.4.13 PUD– Planned Unit Development District. (Replaces the previous PD, MUND, and PTD districts.)
...................................................................................................................................................... 49
2.4.14 PUD– Planned Unit Development District Design Guidelines and Procedures. ..................... 51
2.5 Establishment of Overlay Districts. ....................................................................................................... 57
2.5.1 Generally. .................................................................................................................................. 57
2.5.2 PMU – Parkway Mixed Use Overlay District ............................................................................. 58
2.5.3 DTV - Downtown Village Overlay District. ................................................................................ 65
Chapter 3: USE REGULATIONS ............................................................................................................................. 72
3.1 Use Table: Zoning Districts and Use Comparison. ................................................................................. 72
3.2 Supplemental Use Regulations.............................................................................................................. 80
3.2.1 Accessory Structures. ................................................................................................................ 80
3.2.2 Accessory Dwellings (Guest Houses, In Law Suites, Caretaker Houses). .................................. 81
3.2.3 Adult and Child Day Care Facilities. .......................................................................................... 82
3.2.4 Animal Care Facilities (Kennels, Animal Hospitals, Veterinary Clinics, and Stables). ................ 83
3.2.5 Airstrips, Airports and Helicopters [Heliports].......................................................................... 85
3.2.6 Bed and Breakfast Facility (Not in a Subdivision). .................................................................... 86
3.2.7 Boarding and Rooming Houses. ................................................................................................ 87
3.2.8 Cemeteries. ............................................................................................................................... 87
3.2.9 Centers for Manufacturing, Production, Processing or Assembly. ........................................... 89
3.2.10 Commercial Greenhouses and Plant Nurseries. ..................................................................... 90
3.2.11 Electrical Substations. ............................................................................................................. 90
3.12 Electric Vehicle Charging Stations ....................................................................................... 91
3.2.12 Emergency Response and Public Safety Facilities................................................................... 91
3.2.13 Fences and Walls (Excluding Retaining Walls). ....................................................................... 92

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City of Stockbridge Title 12 – Unified Development Code DRAFT

3.2.14 Fueling Service Stations. ......................................................................................................... 95
3.2.15 Funeral Homes, Mortuaries, and Crematoriums. ................................................................... 96
3.2.16 Golf Courses and Driving Ranges. ........................................................................................... 96
3.2.17 Nursing Homes, Assisted Living, and Hospice Care Facilities.................................................. 97
3.2.18 Home Occupations.................................................................................................................. 98
3.2.19 Hospitals. ..............................................................................................................................100
3.2.20 Industrialized and Modular Buildings. ..................................................................................100
3.2.21 Keeping or Raising of Livestock. ............................................................................................101
3.2.22 Livestock Processing and Feedlots. .......................................................................................101
3.2.23 Lodges and Event Facilities. ..................................................................................................101
3.2.24 Mass Assembly Centers and Grounds (Fairgrounds, Outdoor Amusements, Amphitheaters,
Convention Centers, Civic Centers, Rodeos, Armories, Places of Worship, and Athletic Fields).102
3.2.25 Mines and Quarries...............................................................................................................109
3.2.26 Mobile Home or Manufactured Home Parks. .......................................................................110
3.2.27 Outside Storage ....................................................................................................................113
3.2.28 Personal Care Homes, Group Homes, and Boarding Home Having 3 or Less Persons. ........113
3.2.29 Personal Care Homes, Group Homes, and Boarding Home Having 4 or More Persons. ......114
3.2.30 Residential Growth Regulation. ................................................. Error! Bookmark not defined.
3.2.31 Relocated Structures.............................................................................................................114
3.2.32 Roadside Produce Stands. ....................................................................................................117
3.2.33 Salvage Yards or Junkyards and Wrecker Services (with Storage Area). ..............................117
3.2.34 Satellite Dish Antennas. ........................................................................................................119
3.2.35 Schools, Academic, Public or Private. ...................................................................................119
3.2.36 Self-Service Storage Facilities. ..............................................................................................119
3.2.37 Senior Adult Housing. ...........................................................................................................123
3.2.38 Small Box Discount Stores. ...................................................................................................125
3.2.39 Solar Energy Systems ............................................................................................................125
3.3.40 Swimming Pools and Pool Enclosures. ..................................................................................128
3.2.41 Temporary Structures and Uses. ..........................................................................................129
3.2.42 Truck Stops. ..........................................................................................................................130
Chapter 4: DEVELOPMENT STANDARDS .............................................................................................................132
4.1 Purpose. ..............................................................................................................................................132
4.2 Expansion or Modification of Existing Uses and Structures. ...............................................................132
4.2 Site Design Standards. .........................................................................................................................132
4.2.1 Design Standards for Lots. .....................................................................................................132
4.2.2 Dimensional Standards for Building Height and Location. ....................................................133
4.2.3 Open Space Standards. ..........................................................................................................133

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4.2.4 Compatibility Standards for Manufactured Homes. ..............................................................134
4.2.5 Outdoor Lighting Standards. ..................................................................................................135
4.2.6 Site Design Standards for Overlay Districts. ...........................................................................137
4.2.7 Street Orientation. ..................................................................................................................137
4.2.8 Building Massing and Modulation Requirements for Buildings Under 20,000 sq. ft. .............137
4.2.9 No Exterior Vending Machines. ..............................................................................................137
4.2.10 Mechanical and Other Building Systems. .............................................................................138
4.2.11 Utilities. .................................................................................................................................138
4.2.12 Encroachment on Public Rights-of-way. ...............................................................................138
4.2.13 Posting of Addresses. ............................................................................................................138
4.3 Architectural Guidelines. .....................................................................................................................139
4.3.1 General Requirements. ...........................................................................................................139
4.3.2 Requirements for Buildings that are Residential in Use Only. ................................................139
4.3.3 Requirements for Buildings not Exclusively Residential (Includes Mixed-use, Commercial,
Institutional, etc.). .......................................................................................................................140
4.3.4 Roof requirements for Buildings under 20,000 sq. ft. ............................................................141
4.3.5 Establishments over 40,000 square feet (Large-scale Retail Centers). ...................................142
4.4 Streetscape Standards.........................................................................................................................143
4.4.1 Special Provisions for Major Corridors. ..................................................................................143
4.4.2 Sidewalks. ...............................................................................................................................144
4.4.3 Street Trees. ............................................................................................................................144
4.8 Parking Requirements. ........................................................................................................................145
4.8.1 Purpose and Intent. ................................................................................................................145
4.8.2 Applicability. ...........................................................................................................................146
4.8.3 Maintenance. ..........................................................................................................................146
4.8.4 Calculation of Required Parking Spaces and Loading Spaces. ................................................146
4.8.5 Parking and Loading Space Standards. ...................................................................................146
4.8.6 Parking Spaces for Disabled Individuals. .................................................................................151
4.8.7 Design Requirements for Parking Lots, Parking Spaces, and Loading Areas. .........................151
4.8.8 Shared Parking Arrangements. ...............................................................................................153
4.8.9 Administrative Reduction of Spaces Constructed...................................................................155
4.8.10 Acceptable Locations for Off-Street Parking. .......................................................................155
4.8.11 Limitation on Trucks. ............................................................................................................156
4.8.13 Off-Site Location of Required Parking...................................................................................156
4.8.14 Parking in Landscape Areas and Buffers. ..............................................................................156
4.8.16 Off-Street Parking Design Requirements Angled or Parallel Parking. ...................................156
4.8.17 Parking and Storage of Major Recreational Equipment. ......................................................157

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4.8.18 Parking and Storage of Commercial Vehicles. ......................................................................157
4.8.19 Electrical Vehicle Charging Stations (EVCS) ..........................................................................157
4.5 Buffer Requirements. ..........................................................................................................................158
4.5.1 Applicability. ...........................................................................................................................158
4.5.3 Location, Measurement, and Design of Buffers. ....................................................................158
4.5.4. Buffer Area Standards. ...........................................................................................................159
4.5.5 Plant Materials for Buffers on Nonresidential Developments................................................159
4.5.6 Plant Materials for Buffers on Residential Developments. .....................................................160
4.5.7 Non-Vegetative Screening. ....................................................................................................160
4.5.8 Disturbance or Encroachments. ............................................................................................160
4.5.9 Protection During Land Disturbing Activities. ........................................................................160
4.6 Landscape Requirements. ...................................................................................................................161
4.6.1 Applicability and Provision of Landscape Plans. .....................................................................161
4.6.2 Maintenance Requirements. ..................................................................................................161
4.6.3 Landscape Standards for Nonresidential Development. ........................................................161
4.6.4 Residential Landscape Standards............................................................................................162
4.6.5 Landscape Requirements for Parking Lots. .............................................................................163
4.6.6 Landscape Plant Materials Standards. ....................................................................................164
Chapter 5: NONCONFORMING STANDARDS ......................................................................................................166
5.1 Nonconforming Lots, Structures and Uses. .........................................................................................166
5.1.1 Generally. ................................................................................................................................166
5.1.2 Nonconforming Lots of Record. ..............................................................................................167
5.1.3 Nonconforming Structures. ....................................................................................................168
5.1.4 Nonconforming Uses. .............................................................................................................168
5.1.5 Termination of Detrimental Nonconforming Structures or Uses. ..........................................169
5.1.6 Regulation of Specific Nonconforming Structures. .................................................................169
Chapter 6: BOARDS AND COMMISSIONS ...........................................................................................................170
6.1 Generally. ............................................................................................................................................170
6.2 City Planning Commission. ..................................................................................................................170
6.2.1 Creation. .................................................................................................................................170
6.2.2 Membership............................................................................................................................170
6.2.3 Quorum. ..................................................................................................................................170
6.2.4 Officers. ...................................................................................................................................171
6.2.5 Meetings. ................................................................................................................................171
6.2.6 Rules and Operating Procedures. ...........................................................................................171
6.2.7 Duties and Responsibilities. ....................................................................................................171

Stockbridge, Georgia, Code of Ordinances (ADOPTION DATE)

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City of Stockbridge Title 12 – Unified Development Code DRAFT

6.3 Authority. ............................................................................................................................................171
6.3.1 Applications Subject to the Planning Commission..................................................................171
6.3.2 Applications Subject to Mayor and City Council Action. .........................................................172
6.4 Procedures for Conducting Public Hearings. .......................................................................................172
Chapter 7: ZONING AMENDMENTS ....................................................................................................................174
7.1 Application Requirements. ..................................................................................................................174
7.1.1 Pre-application Conference. ...................................................................................................174
7.1.2 Amendment Application. ........................................................................................................174
7.1.3 Determination of Completeness. ............................................................................................175
7.2 Procedural Requirements. ..................................................................................................................175
7.2.1 Requirements for Amending the Official Zoning Map (Rezoning). .........................................175
7.2.2 Expiration of Approvals...........................................................................................................178
7.2.3 Requirements for Modifications to Approved Zoning Conditions, Concept Plans, and Master
Development Plans. ....................................................................................................................179
7.2.4 Requirements for Conditional Use Permits. ...........................................................................180
7.2.5 Expiration of Approvals...........................................................................................................183
7.2.6 Requirements for Amendments of the Unified Development Code. .....................................183
7.2.7 Requirements for Amendment to the Comprehensive Plan. .................................................184
7.3 Public Notice Requirements. ...............................................................................................................185
7.3.1 Public Notice Required. ..........................................................................................................185
7.3.2 Legal Advertisements..............................................................................................................185
7.3.3 Requirements for Posting Signs. .............................................................................................186
7.3.4 Mailed Notice..........................................................................................................................186
7.4 Appeal of Administrative Actions. .......................................................................................................186
7.4.1 Applicability. ...........................................................................................................................187
7.4.2 Time for Applications and Hearings. .......................................................................................187
7.4.3 Application Requirements ......................................................................................................187
7.4.4 Stay of Proceedings.................................................................................................................188
7.4.5 Action on Appeals. ..................................................................................................................188
7.5 Appeals of Mayor and City Council Actions. .......................................................................................188
7.6 Requirements for Developments of Regional Impact. ........................................................................188
7.7 Zoning of Annexed Property with Common Zoning Classification. .....................................................189
Chapter 8 ADMINISTRATIVE PROCEDURES.........................................................................................................190
8.1 Purpose. ..............................................................................................................................................190
8.2 Approval Required...............................................................................................................................190
8.2.1 Expiration of Approvals...........................................................................................................191
8.3 Application Requirements. ..................................................................................................................191

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8.3.1 Pre-application Conference. ...................................................................................................191
8.3.2 Determination of Completeness. ............................................................................................192
8.3.3 Applications Subject to Administrative Action. ......................................................................192
8.4 Procedural Requirements. ..................................................................................................................193
Chapter 9 VARIANCES, ADMINISTRATIVE VARIANCE, AND ADMINISTRATIVE APPEALS ...................................205
9.1 Variances....................................................................................................................................205
9.4 Administrative Variance. ............................................................................................................208
9.5 Appeal of Administrative Actions. .............................................................................................209
9.6 Appeals of Mayor and City Council Actions. ..............................................................................211
10.5 Vested rights. ................................................................................ Error! Bookmark not defined.
10.6 Conditional uses............................................................................ Error! Bookmark not defined.
Chapter 10 MASTER LIST OF ACRONYMS AND DEFINITIONS .............................................................................212
10.1 Acronyms. ................................................................................................................................212
10.2 Definitions. ...............................................................................................................................213
TITLE 13: SIGNS ...................................................................................................................................................249
13.1 Purpose. ............................................................................................................................................249
13.2 Definitions. ........................................................................................................................................250
13.3 Applications and Permits...................................................................................................................258
13.4 Signs which Require No Permit. ........................................................................................................260
13.5 Prohibited Signs.................................................................................................................................261
13.6 Construction Standards—All Signs. ...................................................................................................262
13.7 Sign Measurement. ...........................................................................................................................263
13.8 Special Requirements; All Signs.........................................................................................................266
13.9 Special Limitations by Sign Type........................................................................................................267
13.10 Variances for Signs. .........................................................................................................................270
13.11 Requirements by Zoning Classification. ..........................................................................................271
13.12 Unsafe and Unlawful Signs. .............................................................................................................281
13.13 Nonconforming Signs. .....................................................................................................................282
13.14 Penalties. .........................................................................................................................................283
13.15 Sign Setbacks and Restrictions. .......................................................................................................283
13.16 Conflict and Severability..................................................................................................................284
TITLE 14: TREE PROTECTION ..............................................................................................................................285
1.1 Statement of Purpose. ...............................................................................................................285
1.2 General Applicability. .................................................................................................................286
1.3 Exemptions. ...............................................................................................................................286
1.4 Definitions. .................................................................................................................................287

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1.5 Procedures. ................................................................................................................................290
1.6 Tree Preservation and Replacement Requirements. .................................................................292
1.7 Tree Replacement Standards. ....................................................................................................297
1.8 Timber Harvesting......................................................................................................................297
1.9 Enforcement. .............................................................................................................................298
1.10 Appendix A. ..............................................................................................................................299
TITLE 15 SUBDIVISIONS ......................................................................................................................................303
1.1 Subdivision Plat Process.............................................................................................................303
1.2 Review and Approval Authority. ................................................................................................303
1.3 Pre-Application Review. .............................................................................................................303
1. 4 Approval of Preliminary Plat. ....................................................................................................304
1.5 Small Subdivision Exemption. ....................................................................................................305
1.6 Approval of Final Plat. ................................................................................................................305
1.6 Recording. ..................................................................................................................................307
1.7 Requirements Regarding Ownership and Management of Open Space. ..................................307
TITLE 16 ENVIRONMENTAL PROTECTION ...........................................................................................................308
1.1 Drinking Water Conservation Requirements. .....................................................................................308
1.1.1 Purpose of Provisions. ............................................................................................................308
1.2 Recycling of Water at Commercial Carwash Facilities. ..............................................................310
1.3 Outdoor Watering. .....................................................................................................................312
1.4 Stream Buffer Protection. ..........................................................................................................314
1.5 Soil Erosion, Sedimentation, and Pollution Control. ..................................................................323
1.6 Stormwater Management for New Development and Redevelopment ...................................343
1.7 Stormwater Management .........................................................................................................357
1.8 Illicit Discharge and Illegal Connection ......................................................................................368
1.9 Floodplain Management/ Flood Damage Prevention ................................................................379
TITLE 17: Infrastructure Improvements ..............................................................................................................404
17.1 Generally. ..........................................................................................................................................404
17.2 Traffic Impact Studies (TIS). ...............................................................................................................406
17.3 Access Requirements. .......................................................................................................................413
17.4 Design and Construction Standards for Streets. ...............................................................................415
17.5 Joint Access. ......................................................................................................................................419
17.6 Construction requirements for residential, industrial, and commercial subdivision streets. ...........420

KEY:

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Blue Text—--The Staff requests that this be deleted.
Red text—----The Staff requests that this be added.
Green text—-This is the Staff’s comment or question to TCF.

NOTE: Many of the pages are missing their page numbers. Please number them.

NOTE: Please explain what happened to each of the sections whose text has been struck through. Has
that section been eliminated altogether, moved to a different area of the UDC, or combined with
another section?

NOTE: Within the Table of Contents, the Titles, Articles, and Chapters should be listed in bold print so
that they will stand out and be easy to find.

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Title 12 - UNIFIED DEVELOPMENT CODE

TITLE 12: ZONING

Chapter 1: GENERAL PROVISIONS

1.1 Title.

These development regulations shall be known as the "Unified Development Code of the City of
Stockbridge, Georgia," and may be referred to herein as the “Unified Development Code,” the ”Zoning
Ordinance,” “Zoning Code”, or the "UDC."

1.2 Authority.

The UDC is enacted pursuant to the requirements and authority granted by the Constitution and
laws of the State of Georgia; in particular, the "Zoning Procedures Law" of the State of Georgia.

1.3 Applicability.

1.3.1 Generally.

The regulations, standards, criteria, and procedures that are set forth in this UDC shall govern the design,
development, and use of all land within the corporate limits of the City of Stockbridge, Georgia.

1.3.2 Exemptions and Exceptions.

The following situations are exempt from the requirements of the UDC:
A. Buildings or structures that are legally under construction on the date of adoption of the UDC.
B. Buildings or structures for which a building permit has been issued as of the effective date of
this UDC, provided that construction commences prior to the expiration of the building permit
and is continued in a diligent manner until it is completed.
C. A project whose development plan or subdivision plat was approved prior to the effective date
of this UDC, and which commences no later than one (1) year after the effective date of this
UDC.
D. The proposed use of property which was lawfully approved as of the effective date of this UDC.

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E. Applications for building permits, development permits, and zoning requests which were
legally submitted, with a completed application and paid fees prior to the adoption of this UDC,
shall not be required to meet the requirements of the adopted UDC, but shall meet the
requirements of adopted ordinances at the time of application.
F. Zoning requests that were denied, but legally submitted pending the filing of an appeal to
Mayor and City Council.

1.4 Purpose and Intent.

The purpose and intent of the Unified Development Code is to accomplish the following:
A. Promote the health, safety, aesthetics, convenience, order, prosperity, and general welfare of
the present and future residents of the City of Stockbridge;
B. Minimize congestion on the public streets;
C. Advance traffic safety;
D. Secure safety from fire, flood, and other dangers;
E. Provide adequate light and air;
F. Prevent the overcrowding of land, avoiding both undue concentration of population and urban
sprawl;
G. Facilitate the adequate provision of transportation, water, sewerage collection, schools, parks,
and other public requirements;
H. Protect property against blight and depreciation;
I. Encourage the most appropriate use of land, buildings, and other structures throughout the
City;
J. Ensure economy in government expenditures for infrastructure; and
K. Preserve natural resources.

1.5 Relationship to the Comprehensive Plan.

The City of Stockbridge Comprehensive Plan, as is updated from time to time according to State
requirements, is the official development policy and implementation guide for the City. Its purpose is to
coordinate and direct physical and economic development, as well as related public investment, and to
provide reasonable regulations for the development of private property in the interest of public health,
safety, and welfare. The Unified Development Code is designed to implement all provisions of the
Comprehensive Plan for the development and use of land.

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1.6 Administrator.

The Community Development Director has been designated by the City of Stockbridge as the official who
is charged with the administration of this UDC. The Director may, therefore, establish such rules and
procedures as may be necessary; including, but not limited to, administrative procedures for the filing of
applications for the amendment of the Official Zoning Map of the City of Stockbridge. These applications
may include zoning requests, variances, and other applications as may be submitted for development
approval. The Director is hereby authorized to interpret the provisions of this UDC whenever it is
warranted and appropriate.

1.7 Documents Adopted by Reference.

1.7.1 Official Zoning Map.

A. The Official Zoning Map shall be adopted by resolution of the Mayor and City Council, which
directs the identification of the official zoning map by the signature of the Mayor, attested by
the City clerk, and bearing the seal of the City under the following words: "This is to certify that
this is the Official Zoning Map of the City of Stockbridge, Georgia," together with the date of
adoption.
B. The Official Zoning Map of the City of Stockbridge, Georgia, together with all explanatory notes
thereon, is hereby adopted by reference and declared part of this UDC.
C. If changes are made to district boundaries or other matter portrayed on the official zoning map
in accordance with the procedural requirements set forth in Section 12.02.090 regarding
amendments to the official zoning map, such changes shall be entered on the official zoning
map annually after the amendment has been approved by the Mayor and City Council recorded
as an entry in the minutes of such City Council meeting as follows: "On ______________/_____,
20_____ by official action of the Mayor and City Council, the following (change) changes (was)
were made to the official zoning map: (brief description of nature of change or changes)." Such
map entries shall be signed by the Mayor and attested by the City Clerk.
D. The Official Zoning Map which is located in the office of the Director shall be the final authority
as to the current zoning status of any parcel of land in the City.
E. In the event that the Official Zoning Map becomes damaged, destroyed, lost, or difficult to
interpret because of the nature or number of changes and additions, the Mayor and City
Council may, by ordinance, adopt a new official zoning map, which shall supersede the prior
official zoning map.
F. The new official zoning map may be corrected to remedy drafting or other errors or omissions
in the prior official zoning map, but no such correction shall have the effect of amending the
original official zoning map.

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G. The Official Zoning Map shall be re-adopted by the Mayor and City Council as needed.
H. This new Official Zoning Map shall be identified by the signature of the Mayor, attested by the
City Clerk, and bearing the Seal of the City under the following words: "This is to certify that
this Official Zoning Map supersedes and replaces the Official Zoning Map that was adopted on
_______________/_______, 20_______ as part of the Unified Development Code."
I. Unless the previous official zoning map has been lost, or has been destroyed, the prior map or
any significant remaining parts thereof shall be preserved, together with all available records
pertaining to its adoption or amendment.
J. If official zoning records are in conflict with the Official Zoning Map and reveal drafting or other
errors, such records shall be used to amend the Official Zoning Map administratively. Further,
notification of such errors shall be made to the Mayor and City Council for certification and re-
adoption.

1.7.2 Functional Road Plan.

The functional road plan, adopted in the Comprehensive Plan, describing the functional classifications and
associated right-of-way requirements, is hereby adopted by reference and declared part of this Unified
Development Code. This plan provides information to guide the City of Stockbridge in requiring dedication
or preservation of land for rights-of-way for future streets.

1.7.3 Georgia Stormwater Management Manual.

The Georgia Stormwater Management Manual (GSMM) is hereby adopted by reference and declared to
be a part of this Unified Development Code. The GSMM specifies the channel protection, flood control
requirements and design standards necessary to control stormwater runoff and protect water quality.

1.7.4 Metro North Georgia Water Planning District.

Legislation for the creation of the Metropolitan North Georgia Water Planning District was signed into law
on to develop regional- and watershed-specific plans for a sixteen-county area of Georgia. The City of
Stockbridge is located within the water supply area, and it is a member of the Metropolitan North Georgia
Water Planning District; thus, its enabling legislation also requires that all provisions that are established
by the District, as may be amended from time to time, be implemented by the local governments.

1.7.5 Floodplain Management.

The City of Stockbridge is required to adhere to the floodplain management standards which are
referenced in Paragraph 60.3(d) (44 CFR 59), based on its participation in the National Flood Insurance
Program (NFIP). The adopted Flood Insurance Study (FIS), with its accompanying maps and other
supporting data (as well as any revisions thereto, as may be amended from time to time), are hereby
adopted by reference and shall be the final authority concerning Base Flood Elevations (BFE) for the City
of Stockbridge, if they are available.

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1.7.6 Building and Construction Codes.

Each building and construction code that is listed in Subsections 1.7.6. (A) through (O), as has been
approved by the State of Georgia, including any attachments, future editions, and amendments as may
be approved by Mayor and City Council, are hereby adopted by reference as if it were set forth here in its
entirety.
A. International Building Code (ICC).
B. National Electric Code, as is published by the National Fire Protection Association (NFPA).
C. International Fuel Gas Code (ICC).
D. International Mechanical Code (ICC).
E. International Plumbing Code (ICC).
F. International Residential Code for One- and Two-Family Dwellings (ICC).
G. International Energy Conservation Code (ICC).
H. International Fire Code (ICC).
I. International Property Maintenance Code (ICC).
J. Standard Amusement Device Code (SBCCI/ICC).
K. Excavation and Grading Code (SBCCI/ICC).
L. International Existing Buildings Code (ICC).
M. Standard Swimming Pool Code (SBCCI/ICC).
N. Standard Unsafe Building Abatement Code (SBCCI/ICC).
O. The Code for Safety of Life from Fire in Buildings and Structures, as is contained in the National
Fire Prevention Association Publication 101 (NFPA).

1.7.7 OSHA Safety and Health Regulations Regarding Excavating and Trenching.

All safety and health regulations that are promulgated by OSHA with regard to excavating and trenching
operations, particularly Part 1926, Subpart P, “Excavation, Trenching, and Shoring” in Sections 1926.650,
1926.651, and 1926.652 of the Code of Federal Regulations, which now exists or may hereafter be
amended, are hereby adopted as part of this Unified Development Code as if they were quoted verbatim
here.

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1.8 Rules of Interpretation.

1.8.1 Generally.

A. The following rules of interpretation shall apply to the administration of the Unified
Development Code:
1. Where any conflict in the administration of the Unified Development Code between the
text of the Unified Development Code and any caption, illustration, or graphic
presentation exists, the text of the Unified Development Code shall control.
2. All statements that refer to "section" shall mean sections of this Unified Development
Code, unless the statement clearly provides a reference to another document.
3. More specific provisions of this Unified Development Code shall be followed in lieu of
more general provisions.
4. Where more than one (1) standard on the same subject is applied to the design and
development of land, the stricter standard shall apply.
5. In interpreting and applying the provisions of this Unified Development Code, the
provisions shall be the minimum requirements for the promotion of health, safety,
aesthetics, and welfare of the public.

1.8.2 Rules for Boundary Interpretations.

It is the intent of this Unified Development Code that the entire area of the City, including all land, water
areas, rivers, streets, alleys, railroad and other rights-of-way, be included in the districts established by
this Unified Development Code. Where uncertainty exists with respect to the location of the boundaries
of any zoning district in the City, the following rules shall apply:
A. District boundaries indicated as approximately following the centerlines of streets or highways
shall be construed as following the indicated centerlines.
B. District boundaries indicated as approximately following street or highway right-of-way lines
shall be construed as following the street or highway right-of-way lines.
C. District boundaries indicated as approximately following lot or property lines shall be construed
to follow such lot or property lines.
D. District boundaries indicated as approximately parallel to the centerlines of streets, roads,
highways, or railroads or rights-of-way of same, shall be construed as being parallel thereto
and at such distance as indicated on the official zoning map. If no distance or legal description
is given, the dimension shall be determined by the use of the scale shown on the official zoning
map.

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E. Where a district boundary line divides a lot that is in single ownership upon the effective date
of this Unified Development Code, the district requirements for each portion of such lot shall
be deemed to apply.
F. In the case of a through lot fronting on two (2) approximately parallel streets that is divided by
a zoning district boundary paralleling the streets, the restrictions of the zoning district in which
each frontage of the through lot lies shall apply to that portion of the through lot.
G. Where zoning district boundaries are in doubt, the Director shall make such interpretation
using the appropriate scale from the official zoning map.

1.8.3 Rules of Construction.

A. Words that are used in the present tense shall include the future tense.
B. Words that are used in the singular number shall include the plural number, and words that
are used in the plural number shall include the singular number.
C. A word denoting the masculine gender shall extend and be applied to female persons; and to
firms, partnerships, and corporations as well as to male persons.
D. The word "may" is always permissive and never mandatory. The word "shall" is always
mandatory.
E. The word "month" shall mean thirty (30) days.
F. The word "person" shall extend and be applied to associations, clubs, societies, firms,
partnerships, and bodies, both political and corporate; as well as to individuals.
G. The word "includes" shall not limit a term to the specified examples, but it is intended to extend
its meaning to other instances or circumstances which are of like kind or character.

1.8.4 Computation of Time.

Except as required by state or federal law, or as interpreted by the courts, the time within which an act
shall be performed shall be computed by business days, excluding the first day and including the last day.
Saturdays, Sundays and legal holidays recognized by the City of Stockbridge shall be excluded from the
computation.

1.9 Abrogation.

This Unified Development Code is not intended to repeal, abrogate, or impair any existing easements,
covenants, or deed restrictions. However, where this Unified Development Code and another ordinance
conflict or overlap, whichever ordinance imposes the more stringent standard or restriction shall prevail.

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1.10 Severability.

If any section, paragraph, clause, phrase, or provision of this Unified Development Code shall be adjudged
to be invalid or held as being unconstitutional by a court of competent jurisdiction, such decisions shall
not affect the validity of remaining portions of this Unified Development Code.

1.11 Conversion of Previous Zoning Districts

A. Zoning districts as were established under the previous zoning ordinance of the City of Stockbridge
are hereby renamed to the zoning district names and designations under this Unified Development
Code, as shown in Table 1.11. All regulations, requirements and provisions of this Unified
Development Code applicable to a zoning district established under this section shall apply to the
previously named zoning district as now named, and as indicated in Chapter 2, Zoning Districts.
B. All special conditions and stipulations imposed as conditions of rezoning of property prior to
adoption of this Unified Development Code are hereby retained and reaffirmed and shall continue
in full force and effect until the property is rezoned or the prior zoning action of Mayor and City
Council is amended through the rezoning process established by this Unified Development Code.
Table 1.11: Conversion of Previous Zoning Districts

Zoning District Designation under this
Previous Zoning District Designation
Unified Development Code
Residential Zoning Districts
RA, Residential-agricultural district RR – Rural Residential District
R-1, Single family residential district
R-2, Single family residential district SR – Suburban Residential District
R-3, Single family residential district
RD, Residential duplex district CCR – City Center Residential District
RM, Multifamily residential district
RM-1 MFR – Multiple Family Residential District
RM-2
RM-3
RMH, Mobile or manufactured home RMH, Mobile or manufactured home
development district development district
Commercial, Office and Institutional Zoning Districts
OI, Office-institutional district OI - Office-Institutional District
NEW District DT - Downtown District
C-1, Neighborhood commercial district C1 - Neighborhood Commercial District
C-2, General commercial district C2 - General Commercial District
C-3, Highway commercial district C3 - Heavy Commercial District

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Industrial Zoning Districts
M-1, Light manufacturing LI – Light Industrial District
M-2, Heavy manufacturing district
HI – Heavy Industrial District
X-1, Railroad District
Mixed Use Districts
PTD, Planned town development district
MUND, Mixed use neighborhood development
PUD – Planned Unit Development
district
TND, Traditional neighborhood development

1.12 Transition Rules.

A. Any application for a Building Permit or Land Disturbance Permit that has been filed with the
Community Development Department, and is full and complete, prior to the effective date of
this Unified Development Code, shall be regulated by the terms and conditions of the Zoning
Ordinance that was in place at the time of filing. However, all administrative procedures and
penalties shall follow those which are set forth by this Unified Development Code.

B. Any application for a Zoning Map Amendment (a rezoning) that was filed with the Community
Development Department and is full and complete prior to the effective date of this Unified
Development Code, shall continue through the process to completion pursuant to the terms
and conditions of the Zoning Ordinance that was in place at the time of filing. However, if the
proposed use would no longer be permitted in the proposed zoning district, or if the proposed
zoning district no longer exists in this Ordinance, the Director shall amend the application
such that the request for rezoning would accomplish the same end goal for the applicant.

C. Any application which is before the Mayor and City Council or the Planning Commission (i.e.
a rezoning, a zoning modification, a conditional use, a development standards variance, or a
land use amendment) that has been filed with the Community Development Department, and
is full and complete prior to the effective date of this Ordinance, shall continue the process
pursuant to the terms and conditions of the Zoning Ordinance that was in place at the time
of filing, provided that:

1. If such application is no longer required by the terms of this Ordinance, the application
will be dismissed; or,

2. If the proposed use or development requires additional approvals from the Mayor and
City Council, or the Planning Commission pursuant to the terms of this Ordinance, which
were not required under the previous Ordinance, then the application will be amended

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Title 12 - UNIFIED DEVELOPMENT CODE

to include only those additional approvals that are now required and within the
jurisdiction of the Mayor and City Council.

1.13 Development Standards Concerning Previously Approved Plats.

Any residential, commercial, or industrial subdivision which was platted prior to the effective date of this
Unified Development Code shall be subject to all development standards that are in place at the time of
plat recording.

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Title 12 - UNIFIED DEVELOPMENT CODE

Chapter 2: ZONING AND OVERLAY DISTRICTS

2.1 Generally.

All buildings, land, and structures shall be used in accordance with the Comprehensive Plan for the City of
Stockbridge, and they shall comply with the development standards of the applicable zoning district which is
established in this Chapter 2. Such buildings, land, and structures shall be occupied or used only in conformity
with each of the standards that are set forth herein for the district in which they are located.

2.2 Official Zoning Map.

The City of Stockbridge is hereby divided into zoning districts, as is shown on the Official Zoning Map, together
with all explanatory notes thereon. The Official Zoning Map may be amended according to procedures that
are established in Chapter 2 of the UDC.

2.3 Establishment of Zoning Districts.

The zoning districts which are established in this Unified Development Code are comprised of base districts
and overlay districts. The base zoning districts refer to “how a property is zoned”, while the overlay districts
are special areas of the City where additional regulations apply. Many properties in the City have overlay
districts in addition to their base zoning districts, whereby properties must comply with the regulations of
both districts. If there is any conflict between a property’s base zoning district and its overlay district, the
overlay district regulations shall rule.
Most properties that are located along the major roads within the City of Stockbridge are also located within
the Parkway Mixed Use Overlay district. Please see Section _____ for a list of the roads which are located in
this district. These properties therefore have two zoning districts—a base zoning district and an overlay
district. Each district is assigned development standards that regulate the use and development of property
within the City Limits of Stockbridge. Uses may be permitted "by right" with no further approvals required;
uses may be subject to supplemental standards; and certain uses may be prohibited. The range of residential
uses is presented in the respective residential zoning districts. Commercial, institutional, and industrial uses
are presented in the respective nonresidential zoning districts. Accessory uses which are permitted in
residential and nonresidential districts are presented in the individual zoning districts.

2.3.1. List of Current Zoning Districts.

Listed in below are the City of Stockbridge’s current zoning districts. They are grouped by base zoning districts
and overlay districts. The base zoning districts are further grouped by residential districts, commercial
districts, industrial districts, and other districts.

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LIST OF THE CITY OF STOCKBRIDGE’S CURRENT ZONING DISTRICTS
The City of Stockbridge’s current zoning district consists of Base Zoning Districts and Overlay
Zoning Districts, as are listed below.

BASE ZONING DISTRICTS:

• Residential Zoning Districts:
o Rural Residential District (RR)
o Suburban Residential District (SR)
o City Center Residential District (CCR)
o Multiple Family Residential District (MFR)
o Mobile Home Residential District (MHR)
• Commercial Zoning Districts:
o Neighborhood Commercial District (C1)
o General Commercial District (C2)
o Heavy Commercial District (C3)
o Office-Institutional District (OI)
o Downtown District (DT)
• Industrial Zoning Districts:
o Light Industrial District (LI)
o Heavy Industrial District (HI)
• Mixed Use Zoning Districts:
o Planned Unit Development District (PUD)

OVERLAY ZONING DISTRICTS:

• Parkway Mixed Use Overlay District (PMU)
• Downtown Village Overlay District (DTV)

2.3.2 City of Stockbridge Zoning District Conversion Chart.

During the preparation of this new Unified Development Code, some zoning districts were retained,
some districts were converted to new districts or combined with other districts, some districts were
eliminated, and new districts were added. The City of Stockbridge Zoning District Conversion Chart below
provides this information.

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CITY OF STOCKBRIDGE ZONING DISTRICT CONVERSION CHART
Zoning District Designation under this
Previous Zoning District Designation
Unified Development Code
Residential Zoning Districts
RA, Residential-agricultural district
RR – Rural Residential District
R-1, Single family residential district
R-2, Single family residential district
SR – Suburban Residential District
R-3, Single family residential district
RD, Residential duplex district CCR – City Center Residential District
RM, Multifamily residential district
RM-1 MFR – Multiple Family Residential District
RM-2
RM-3
RMH, Mobile or manufactured home
MHR - Mobile Home Residential District
development district
Commercial, Office and Institutional Zoning Districts
OI, Office-institutional district OI - Office-Institutional District
NEW District DT - Downtown District
C-1, Neighborhood commercial district C1 - Neighborhood Commercial District
C-2, General commercial district C2 - General Commercial District
C-3, Highway commercial district C3 - Heavy Commercial District
Industrial Zoning Districts
M-1, Light manufacturing M1 – Light Industrial District
M-2, Heavy manufacturing district
M2 – Heavy Industrial District
X-1, Railroad District
Mixed Use Districts
PTD, Planned town development district
MUND, Mixed use neighborhood development
district PUD – Planned Unit Development
TND, Traditional neighborhood development
CD, Conventional development

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2.4 Zoning Districts – Uses and Development Standards.

The following sections present those development standards that must be met in the respective zoning
districts that are established in this Unified Development Code.

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2.4.1 RR – Rural Residential District.

RR – Rural Residential District

District Intent
The intent of the Rural Residential district is to preserve the mixed agricultural and residential character of
land which presently serves as a transition between rural land and land which may become urban in
character.

Permitted Uses and Conditional Uses

Permitted Uses Permitted Uses Cont. Conditional Uses Cont.

Residential Public/ Institutional Public/ Institutional
• Funeral home, mortuary,
• Single-Family Residences • Cemetery crematorium
• Boarding house/ group • Municipal, County, State • Noncommercial kennels;
home/ personal care home or Federal Buildings provided that all
having 3 or less residents • Public School K-12 structures, pens and runs
• No day care operations are • Parks and Playgrounds be in the rear yard only,
allowed within residential with a minimum setback
structures. Communications/Utilities of seventy-five (75) feet
• Manufactured home from all property lines
• Wireless • Private clubs and lodges.
Agricultural Telecommunications • Places of Worship
• Utility substation • Pre K and Private School
• Production of field crops, • Water tower K-12
horticulture, animal
husbandry, and poultry Commercial
farms, where any farm Conditional Uses • Golf course or driving
structures that include range
raising or keeping animals Residential • Commercial
shall be set back a minimum Greenhouses or plant
of one hundred (100) feet • Accessory Dwelling nurseries
from all property lines • Boarding and Rooming
• Riding academies and House Accessory Uses
stables on tracts of not less Residential
than three (3) acres • Home Occupation,
excluding day cares
• Short Term Rental

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RR – Rural Residential District
District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 1 acre on public water/ • 75 feet • 30 percent
sewer and/ or septic
• 1.25 acre on private well Minimum Side Yard Setback: Minimum Living Area:
and septic • 20 feet • 1,000 sq. ft. on lot having
• 3 acres for agricultural use 1.25-acre lot or larger
Minimum Lot Width: Minimum Rear Yard Setback:
• 150 feet • 40 feet • 1,200 sq. ft. on lot smaller
Maximum Lot Depth: than 1.25 acres
• None
Minimum Lot Frontage:
• 100% of the lot width

Maximum Structure Height:

• 35 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.2 SR – Suburban Residential District.

SR – Suburban Residential District

District Intent
The intent of the Suburban Residential district is to provide for single-family dwellings of a low to
moderate density character on individual lots.

Permitted Uses and Conditional Uses

Permitted Uses Conditional Uses Accessory Uses

Residential Residential Residential

• Single-Family • Accessory Dwelling • Home Occupation
Residences • Boarding house/ group
home/ personal care
Public/ Institutional home having three or
fewer residents
• Cemetery • Senior housing for ages
• Golf course or driving 55+, excluding medical
range services.
• Municipal, County,
State or Federal Public/ Institutional
Buildings
• Public School K-12 • Pre-K and Day Care
• Parks and Playgrounds centers
• Places of Worship
Communications/Utilities • Nonprofit Fraternal
Organizations and
• Wireless Clubs
Telecommunications
• Utility substation
• Water tower

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SR – Suburban Residential District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS
Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 30,000 • 50 feet • 30 percent

Minimum Lot Width: Minimum Side Yard Setback: Minimum Living Area:
• 100 feet • 20 feet • 1,500 sq. ft.

Maximum Lot Depth: Minimum Rear Yard Setback:
• None • 40 feet

Minimum Lot Frontage:
• 100% of the lot width

Maximum Structure Height:

• 35 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.3 CCR – City Center Residential District.

CCR – City Center Residential District

District Intent,
The intent of the City Center Residential district is to provide a diversity of residential housing types on smaller
lots where public sewer systems are present, when they are a part of a planned development project.

Permitted Uses and Conditional Uses

Permitted Uses Conditional Uses Accessory Uses

Residential Residential Residential

• Single-Family Residences • Triplex • Home Occupation, not
• Two-Family Residences • Quadraplex included day cares
• Various types of “middle • Boarding house/ group • Short-Term Rental given the
housing”, such as cottage home/ personal care home licensing requirements are
housing, garage apartments, having 3 or less residents met
and granny flats

Public/ Institutional

• Municipal, County, State, or
Federal Buildings
• Public School K-12
• Parks and Playgrounds

Communications/Utilities

• Wireless
Telecommunications
• Utility substation
• Water tower

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CCR – City Center Residential District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS
Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 6,000 sq. ft. • 25 feet • 50 percent

Minimum Lot Width: Minimum Side Yard Setback: Minimum Living Area:
• 50 feet • 10 feet • 850 sq. ft. per unit

Maximum Lot Depth: Minimum Distance Between
• None Buildings:
• 20 feet
Minimum Lot Frontage:
• 70% of the lot width Minimum Rear Yard Setback:
• 30 feet

Maximum Structure Height:

• 40 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.4 MFR – Multiple Family Residential District.

MFR – Multiple Family Residential District

District Intent
The intent of the Multiple Family Residential district is to allow the development of multiple family
residences served by public water and sewer systems. The provisions that regulate this land use district
provides for the development of residential neighborhoods in a high-density urban development
environment with access provided on streets that are classified as collector streets of higher.

The City should promote an average density of 14 dwelling units per acre or higher.

Permitted Uses, and Conditional Uses

Permitted Uses Conditional Uses Accessory Uses

Residential Residential Residential

• Triplex • Residential care facility for • Home Occupation,
• Quadraplex children and adults except for home day
• Apartments cares.
• Townhouses Public/ Institutional
• Condominiums
• Senior Housing, excluding a • Pre-K and Day Care centers
medical component due to • Private School K-12
State licensing restrictions. • Assisted Living Center or
Nursing Home
Public/ Institutional

• Municipal, County, State or
Federal buildings
• Public School K-12
• Parks and Playgrounds

Communications/Utilities

• Wireless
Telecommunications
• Utility substation
• Water tower

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MFR – Multiple Family Residential District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area for Minimum Front Yard Setback: Maximum Lot Coverage:
Development: • 50 feet • 50 percent
• 2 acres
Minimum Side Yard Setback: Minimum Open Space:
Minimum Lot Width: • 15 feet • 15 percent
• 100 feet
Minimum Distance Between Minimum Living Area:
Maximum Lot Depth: Buildings: • Studio - 800 sq. ft.
• None • 20 feet • 1 bedroom - 650 sq. ft.
• 2 bedroom - 950 sq. ft.
Minimum Lot Frontage: Minimum Rear Yard Setback: • 3 bedroom - 1150 sq. ft.
• 100% of the lot width • 20 feet

Maximum Structure Height:

• 45 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.5 MHR – Mobile Home Residential District.

MHR – Mobile Home Residential District

District Intent
The intent of the Mobile home Residential district is to accommodate mobile home developments as an
attractive and attainable housing options. Mobile home parks shall be designed in accordance with O.C.G.A
§ 8-2-160 through 168, the State Board of Health requirements, and the requirements of this ordinance.

It is intended that such mobile home developments shall be so located, designed, and improved as to provide
a desirable residential environment, protection from potentially adverse neighboring influences, and access
for vehicular traffic without traversing local streets in adjoining residential neighborhoods. Mobile home
developments, including mobile home parks and mobile home subdivisions, shall be located on a
thoroughfare having the minimum classification of an arterial roadway.
Permitted Uses, and Conditional Uses

Permitted and Conditional Uses

Permitted Uses Conditional Uses Accessory Uses

Residential Public/ Institutional Residential

• Manufactured home • Pre-K and Day Care centers, • Home Occupation, except for
• Mobile home provided that they are not pre-K and day care centers.
located inside of a home, but • One (1) office/ maintenance
Public/ Institutional rather in a freestanding building incidental to use by
building. residents of a mobile home
• Municipal, County, State, or park
Federal buildings • Commercial and service
• Public School K-12 establishments intended to
serve only persons within the
mobile home park when
located within mobile home
parks and occupying not
more than three (3) percent
of the total land area of the
mobile home park.
• Recreation areas and
structures owned, operated
and maintained exclusively
for the use of residents and
guests of residents of the
mobile home park

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MHR – Mobile Home Residential District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS
Minimum Development Area: Minimum Development Front Maximum Lot Coverage:
• 15 acres for park Yard Setback: • 40 percent
• 60 feet
Minimum Lot Width: Minimum Open Space:
• 125 feet Minimum Side Yard Setback: • 20 percent
• 15 feet
Maximum Lot Depth: Minimum Living Area:
• None Minimum Distance Between • 720 sq. ft.
Minimum Lot Frontage: Buildings:
• 100% of the lot width • 20 feet Minimum Number of Units:
Minimum Lot Area: • 50 per development
• 5,000 sq. ft. with public Minimum Rear Yard Setback:
water and sewer • 40 feet
• 18,000 sq. ft with public
water and septic

Maximum Structure Height:

• 35 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.6 OI – Office Institutional District.

OI – Office Institutional District

District Intent
The intent of the OI district is to allow a land use category for offices, banks, and personal business services
which can serve as a transitional area between residential and commercial districts.

Permitted Uses, and Conditional Uses

Permitted Uses Permitted Uses Cont. Conditional Uses

Commercial Uses • Library or museum • Assisted Living/ Nursing Care
• Other uses which the Facility
• Bakeries Community Development • Boarding house/ group home/
• Banks and loan associations Director determines to be personal care home having 4 or
• Barber shop and beauty similar to the permitted more residents
salon, only when located commercial uses, or which • Places of assembly or worship,
inside of buildings for other carries out the intent of this subject to the restrictions of
uses district Ordinance #OR19-490
• Bookstores pertaining to certain types of
• Cafes inside of buildings for Public/Institutional businesses
other uses • Other suitable types of public
• Child and adult day care • Municipal, County, State or uses
centers Federal buildings
• Clothing and apparel store, • Public School K-12
only when located inside of • Private School K-12
buildings for other uses • Parks and recreation centers
• Coin laundry, dry cleaning, • Professional offices
and pick up stations, only
when located inside of
buildings for other uses Communications/Utilities
• Colleges, universities, and
vocational/technical schools • Bus station
• Dental offices • Park-and-ride lots
• Florist and gift shops • Radio tower
• Group day care home • Wireless
• Hospitals and health clinics Telecommunications
• Medical offices and physical • Utility substation
therapy facility • Water tower
• Museums and art galleries
• Nonprofit Fraternal
Organizations and Clubs
• Pharmacy or apothecary
• Restaurants having no drive
though

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OI – Office Institutional District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 20,000 sq. ft. • 50 feet • 70 percent

Minimum Lot Width: Minimum Side Yard Setback:
• 100 feet with public • 15 feet
water/ sewer
• 125 feet with public Minimum Distance Between
water and septic Buildings:
• 20 feet
Maximum Lot Depth:
• None
Minimum Rear Yard Setback:
• 20 feet
Minimum Lot Frontage:
• 100% of the lot width

Maximum Structure Height:

• 45 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.7 DT – Downtown District.

DT – Downtown District

District Intent
The intent of the DM district is to maintain, enhance, and expand the development patterns and mixed use
and open space character of Downtown Mainstreet. It is also to encourage compatible infill and
redevelopment opportunities. Development standards within the district are intended to continue historic
development patterns and promote a predominant land use activity for retail, dining, entertainment,
cultural events, community festivals, and residential options, while still allowing for other uses to locate in
the district.

Permitted Uses, and Conditional Uses

Permitted Uses Permitted Uses Cont. Conditional Uses

Residential • Ice cream and confectionary Residential
• Residential units on upper floors stores • Duplex
of commercial buildings • Jewelry store • Triplex
• Music store • Quadraplex
Commercial Uses • Museums and art galleries • Boarding House
• Apparel and retail stores • Nonprofit Fraternal
• Artisans galleries and theaters • Office buildings Commercial Uses
• Bakery and cafe • Offices which are associated • Bars, taverns, pubs, and clubs
• Bank and loan associations • Billiards and arcades
with other uses
• Barber shop and beauty salon, • Event center, subject to the
subject to the use restrictions • Organizations and Clubs “assembly use” restrictions for
for regulated businesses • Pharmacy regulated businesses
• Bookstores • Recording studios • Places of Assembly, theaters,
• Breweries and distilleries, when • Professional offices concert halls, or similar places
they are located inside of a • Restaurants, having no drive- subject to the use restrictions
restaurant though for regulated businesses
• Clothing and apparel store • Restaurants, including outdoor
• Consignment stores and thrift dining Public/Institutional
shops, subject to the use • Sidewalk sales, provided that a • Event space, subject to the
restrictions for regulated temporary use permit is “assembly use” restrictions
businesses obtained that were adopted by City
• Day spa and aesthetician • Other uses which the Council; and subject to the
• Drugstore Community Development obtaining of a temporary use
• Florist and gift shops Director determines to be permit
• Food trucks and courts similar to the above uses, or
• Fitness center and similar which carry out the intent of Communications/Utilities
group instruction this district. • Wireless Telecommunications
• Fruit, vegetable, and meat/ • Utility substation
seafood markets • Water tower
• General merchandise store • Bus station
• Grocery Store • Park-and-ride lot

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Permitted Uses Cont.

Public/ Institutional
• Commercial parking garages
and lots
• Municipal, County, State or
Federal buildings
• Public and Private School K-12
Parks, recreation, and open space

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DT – Downtown District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Maximum Front Yard Setback: Maximum Lot Coverage:
• None • 20 feet • 90 percent

Minimum Lot Width: Minimum Side Yard Setback: Minimum Living Area:
• None • 0 feet • Studio - 600 sq. ft.
• 10 feet, with doors and • 1 bedroom – 800 sq. ft.
Maximum Lot Depth: windows • 2 bedroom – 1,000 sq. ft.
• None • 3 bedroom – 1,100 sq. ft.
Minimum Rear Yard Setback:
Minimum Lot Frontage: • 10 feet
• None

Maximum Structure Height:

• 45 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.8 C1 – Neighborhood Commercial District.

C1 – Neighborhood Commercial District
District Intent
The intent of the C-1 district is to provide locations for limited retail and service uses to satisfy the common and
frequent needs of nearby residents of nearby residential neighborhoods. It is the intent of this district to encourage
such uses to be a part of a neighborhood convenience shopping center designed as a continuous architectural unit
and on roads classified as minor arterial.

Permitted Uses, and Conditional Uses

Permitted Uses Permitted Uses Cont. Conditional Uses

Commercial Uses Commercial Uses Commercial Uses

• Apparel stores • Medical offices, clinics, and • Cemeteries
• Artisans’ galleries physical therapy facility • Places of Assembly
• Antique shops, provided that • Museums and art galleries • Places of Worship
there is no outdoor display or • Music store
storage • Nonprofit Fraternal
• Automobile gasoline sales Organizations and Clubs
• Bakery, confectionary, and café • Package store
uses • Pet shops having no kennels
• Bank and loan associations • Pharmacy
• Barber shop and beauty salon • Professional offices
• Bookstores • Professional/ business schools
• Boarding and Rooming Houses and colleges or other private
• Bicycle sales and repair schools offered for profit
• Catering establishments • Restaurants and other dining
• Child and adult day care centers establishments with or without
• Coin laundry, dry cleaning, and a drive-through configuration
pickup stations • Sidewalk sales, provided that a
• Colleges, universities, and temporary use permit is
vocational/technical schools obtained
• Dental offices and clinics
• Consignment and thrift stores, Public/ Institutional
subject to the use restrictions
• Municipal, County, State or
for regulated businesses
Federal buildings
• Florist and gift shops • Parks and recreation uses
• Fitness centers • Public School K-12
• Furniture stores
• Hospitals Communications/Utilities
• Hotels
• Indoor recreation including
• Wireless Telecommunications
bowling alleys, theaters, pool
• Utility substation
rooms and electronic machines
• Water tower
• Jewelry stores
• Radio tower

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C1 – Neighborhood Business District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 10,000 sq. ft. • 50 feet • 70 percent

Minimum Lot Width: Minimum Side Yard Setback:
• 60 feet • 10 feet
• 30 feet for corner lots
Maximum Lot Depth:
• None Minimum Distance Between
Buildings:
Minimum Lot Frontage: • 20 feet
• 100% of the lot width
Minimum Rear Yard Setback:
• 20 feet

Maximum Structure Height:

• 35 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.9 C2 – General Commercial District.

C2 – General Commercial District
District Intent
The intent of the C-2 district is to provide locations for a wide variety of retail and service uses and wholesale
establishments to satisfy the common and frequent needs of residents in large sections of the county and of the
traveling public. It is the intent of this district to encourage businesses to be part of planned commercial convenience
centers, neighborhood or community shopping centers, and/or developed sections along roads with a classification of
minor arterial.

Permitted Uses, and Conditional Uses

Permitted Uses Permitted Uses cont. Conditional Uses

Commercial Uses • Pet shops Commercial Uses
• Restaurants, including drive-
• Any use permitted in the C- through establishments • Building and lumber supply
1 district • Retail warehouses/ establishments, providing that
• Ambulance service wholesalers providing sales there is not outside storage of
• Automobile broker of merchandise with no materials or equipment
• Automobile wash/ wax outdoor storage • Funeral home, mortuary,
centers • Sporting field and crematorium
• Automobile rental and complexes • Greenhouses and nurseries
leasing facilities • Stationery, office supply, including landscape service
• Automobile service repair and equipment stores • Places of Assembly, subject to
stations providing minor the use restrictions for
repair Public/ Institutional regulated businesses.
• Bowling alley, billiard hall, • Places of Worship
indoor tennis courts, indoor • Municipal, County, State or • Trade shops, including
skating rink, or similar forms Federal buildings electrical plumbing, heating/
of indoor commercial • Public School K-12 cooling, and roofing siding,
recreation having no outside storage
• Commercial parking garages Communications/Utilities • Veterinary clinic
and lots
• Commuter transit, such as • Wireless Telecommunications
bus and train • Utility substation
• Dancing schools and other • Water tower
group instruction • Radio tower
• Department store • Bus station
• Furniture store • Park-and-ride lot
• Health services clinic or
hospital
• Pawn shops and second-
hand stores, including
apparel, music, movies,
gaming, and books

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C2 – General Commercial District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 10,000 sq. ft. • 50 feet • 70 percent

Minimum Lot Width: Minimum Side Yard Setback:
• 100 • 10 feet
• 30 feet for corner lots
Maximum Lot Depth:
• None Minimum Distance Between
Buildings:
Minimum Lot Frontage: • 20 feet
• 100% of the lot width
Minimum Rear Yard Setback:
• 20 feet

Maximum Structure Height:

• 35 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.10 C3– Heavy Commercial District.

C3 – Heavy Commercial District

District Intent,
The intent of the C-3 district is to provide distinct areas for commercial activities which provide products and services
that require locations along major arterial roads, highway intersections, and freeway interchange areas, due to their
generation of heavy traffic or their need to transport and display heavy bulk materials, and which provide services
that would not be appropriately located in areas providing neighborhood or other commercial retail and service
activities. Uses in this district shall be located on roads having a minimum classification of major arterial.

Permitted Uses, and Conditional Uses

Permitted Uses Permitted Uses cont. Accessory Uses

Commercial Uses Public/ Institutional • Gate and Security buildings
• One (1) dwelling unit may be
• Any use permitted in the C-2 • Municipal, County, State or established for security
district Federal buildings personnel, management
• Automobile Brokers • Public School K-12 personnel, or the facility owner
• Automobile service repair for one mini-warehouse facility
stations providing major repair Communications/Utilities or warehouse/self-storage
• Building and lumber supply facility
establishments • Wireless Telecommunications
• Commercial parking garages • Utility substation
and lots • Water tower
• Commuter transit, such as bus • Radio tower
and train • Park-and-ride lot
• Farmers market • Bus station
• Mini-warehouses and storage
buildings without outdoor
storage Conditional Uses
• Office uses are permitted only
when they are associated with Commercial Uses
other permitted uses.
• Retail warehouses/ wholesales, • Automobile sales (New and
including outside storage Used dealerships), provided
• Recreational vehicle/ boat sales that the City’s population
and service requirement of 30,000 has
• Trade shops, including electrical been met
plumbing, heating/ cooling, and • Outdoor amusement
roofing/ siding, having no enterprises, including carnivals,
outside storage bazaars, miniature golf, and
batting cages

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C3 – Heavy Commercial District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 10,000 sq. ft. • 70 feet • 70 percent

Minimum Lot Width: Minimum Side Yard Setback:
• 100 • 10 feet
• 30 feet for corner lots
Maximum Lot Depth:
• None Minimum Distance Between
Buildings:
Minimum Lot Frontage: • 20 feet
• 100% of the lot width
Minimum Rear Yard Setback:
• 30 feet

Maximum Structure Height:

• 45 feet for the Primary Structure
• 15 feet for Accessory Structures

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2.4.11 LI – Light Manufacturing District.

LI – Light Industrial District

District Intent
The intent of the Light Manufacturing district is to provide for light industrial uses, all of which shall be nuisance-free
and not generators of hazardous wastes. It is intended that light manufacturing uses shall be located on either arterial
or major collector streets, or within industrial parks having access to such thoroughfares

Permitted Uses and Conditional Uses

Permitted Uses Permitted Uses cont. Permitted Uses cont.

Industrial and Warehousing Industrial and Warehousing Communications/Utilities

• Agricultural implementation • Public utilities such as electric • Bus stop
and equipment substations, storage of • Radio tower
establishments materials and trucks, repair • Wireless Telecommunications
• Armory and equipment sales facilities, offices and electric • Transit park-and-ride lot
• Auto engine, body repair, and generating plants • Utility substation
undercoating shops, when • Repair, reconditioning, and • Water tower
completely enclosed manufacturing activities which
• Building materials and lumber are nuisance-free and which Conditional Uses
supply establishments do not generate hazardous
• Business distribution centers wastes Commercial Uses
• Business parks • Research, experimental, or
• Clinics, cafeterias, employee testing laboratories • Bowling alley, billiard hall,
credit unions and recreational • Truck, trailer, tractor sales and indoor archery and firearm
facilities for employees only service range, indoor tennis courts,
• Commercial parking garages • Trade shops, including indoor skating rink, or similar
and lots electrical, plumbing, heating/ forms of indoor commercial
• Computer and data processing cooling, and roofing recreation
services • Trade/ industrial/ vocational • Outdoor amusement parks
• Fabrication shops schools • Tractor and trailer parking and
• Greenhouses and nurseries, • Truck parking lots, as storage
including landscaping services distinguished from truck
• Manufacturing, compounding, terminals Accessory Uses
processing or assembling food • Wholesale business,
or consumer goods warehouse, distribution, and • Gate and Security buildings
• Self-storage facilities similar non processing storage • One (1) dwelling unit may be
• Newspaper and printing plants and distribution uses established for security
• Nonprofit Fraternal personnel, management
Organizations and Clubs Public/ Institutional personnel, or the facility
• Professional offices and owner for one mini-
administration buildings, when • Municipal, County, State or warehouse facility or
they are associated with Federal buildings warehouse/self-storage
another permitted use facility
(excluding office parks) • Outdoor Storage

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LI – Light Industrial District

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 30,000 sq. ft. • 70 feet • 50 percent

Minimum Lot Width: Minimum Side Yard Setback:
• 100 feet • 10 feet
• 30 feet for corner lots
Maximum Lot Depth:
• None Minimum Distance Between
Buildings:
Minimum Lot Frontage: • 20 feet
• 100% of the lot width
Minimum Rear Yard Setback:
• 20 feet

Maximum Structure Height:

• 60 feet for the Primary Structure
• 60 feet for Accessory Structures

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2.4.12 HI – Heavy Industrial District.

HI – Heavy Industrial District

District Intent,
The intent of the Heavy Manufacturing district is to provide for the broadest range of industrial operations permitted
in the City. It is the district for the location of those industries which have not reached a technical stage which renders
them to be free of all nuisance factors. These uses are to be located on either an arterial or major collector street, or,
when they are located within an industrial park, shall have access to such thoroughfares.

Permitted Uses and Conditional Uses

Permitted Uses Permitted Uses cont. Conditional Uses

Industrial and Warehousing Industrial and Warehousing cont. Industrial and Warehousing
• Any use which is permitted in • Recycling centers for collection • Airports, heliports, and
the Light Industrial (LI) district or processing landing areas
• Agriculture crop processing • Rock, sand or gravel • Alternative Energy
and storage (of materials distribution or storage production other than solar
produced off-site) • Sawmills systems
• Asphalt manufacturing • Salvage and junkyards • Radio/television
• Building materials and lumber • Sheet metal products transmission towers over
supply establishments • Smelting of copper, iron, zinc, thirty-five (35) feet high.
• Blast furnace, steel furnace, or ore • Asphalt and concrete
blooming, or rolling mill • Tinsmith/roofing operations batching plants.
• Brick, tile, and terra-cotta • Truck terminals • Central mixing plants for
manufacturing cement, mortar, plaster or
• Cement, lime, gypsum, or Public/ Institutional housing materials.
plaster of paris manufacturing • Municipal, County, State, or • Development of natural
• Chemical storage or Federal buildings resources, including the
manufacturing removal of minerals (such
• Heating and electric power Communications/Utilities as rock quarries) and
generating plants and all • Bus stop natural materials, together
necessary uses • Radio tower with necessary buildings
• Lumber yard for wholesaling of • Transit park-and-ride lots and machinery
building products • Wireless • Sanitary landfills
• Machine and machine tool Telecommunications • Towing, wrecking, and
manufacture • Utility substation Impound service
• Petroleum or inflammable • Water tower
liquids, production, refining, Accessory Uses
or storage • Gate and Security buildings
• Poultry killing, plucking, and • One (1) dwelling unit for
processing security, management, or
• Railroad spurs and yards the facility owner for one
• Railway lines, passenger mini-warehouse/self-
depots, intermodal facilities, storage facility
and rail yards • Outdoor Storage

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HI --Heavy Industrial District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area: Minimum Front Yard Setback: Maximum Lot Coverage:
• 1 acre • 70 feet • 50 percent

Minimum Lot Width: Minimum Side Yard Setback:
• 150 feet • 10 feet
• 30 feet for corner lots
Maximum Lot Depth:
• None Minimum Distance Between
Buildings:
Minimum Lot Frontage: • 20 feet
• 100% of the lot width
Minimum Rear Yard Setback:
• 40 feet

Maximum Structure Height:

• 75 feet for the Primary Structure
• 60 feet for Accessory Structures

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2.4.13 PUD– Planned Unit Development District.

PUD – Planned Unit Development District

District Intent
The intent of the Planned Unit Development district is to 1) allow the development of balanced neighborhoods
containing physical, economic, and social assets which are difficult to achieve through the traditional separation of
use and density zones; 2) to provide an appropriate district for mixed-use developments; and 3) to allow flexibility in
design for environmentally challenged properties. New developments may contain just one type of use or more than
one use. Traditional single-family detached subdivisions are envisioned to be in Suburban Residential Districts instead
of PUD districts, unless an unusual site design is proposed (such as cluster housing) or the physical characteristics of
the property necessitate flexibility in the site design. Traditional multifamily developments are similarly envisioned to
be in a Multiple Family Residential district rather than in a PUD district.

This is accomplished by allowing the applicant the freedom necessary to protect natural resources, to protect and
improve the social and economic environment; and to protect the investment of both the City and the community
within the development.

In designing a PUD development, special attention should be focused on the arrangement of buildings and other
improvements for the orderly function and aesthetics, the preservation of open space for the use of residents and
workers in the development, the variety of housing types and densities necessary to achieve a balanced neighborhood,
and the provision of a pedestrian environment separate from the vehicular environment.

Permitted Uses, and Conditional Uses

Permitted Uses Permitted Uses cont. Conditional Uses

Residential Public/ Office/ Institutional Any proposed use subject to
review and approval by the
• Single family residence • Commercial parking garages Planning Commission and City
• Duplex and lots Council.
• Triplex • Commuter transit, such as bus
• Quadraplex and train Accessory Uses
• Apartments • Municipal, County, State or
• Townhouses Federal buildings Residential
• Condominiums • Parks, recreation, and
• Residential dwellings on upper amphitheaters • Accessory dwellings
floors • Home occupation, except day
• Assisted Living/ Nursing Home Communications/Utilities care
• Short term rental
Retail and Business Uses • Wireless Telecommunications
• Utility substation
• Any use permitted in the OI, C- • Water tower
1, and C-2 district

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PUD – Planned Unit Development District

District Standards

LOT DIMENSIONS YARD SETBACKS OTHER REQUIREMENTS

Minimum Lot Area for Minimum Front Yard Setback: Maximum Lot Coverage:
Development: • Determined by approved • Determined by
• 3 acres concept plan approved concept plan
Minimum Lot Width for
Development: Minimum Side Yard Setback: Minimum Open Space:
• Determined by • Determined by approved • 20 percent
approved concept plan concept plan
Maximum Density:
Maximum Lot Depth: Minimum Distance Between • Determined by
• Determined by Buildings: approved concept plan
approved concept plan • Determined by approved
concept plan Minimum Living Area:
Minimum Lot Frontage: • Determined by
• Determined by Minimum Rear Yard Setback: approved concept plan
approved concept plan • Determined by approved
concept plan

Maximum Structure Height:

• 100 feet for the Primary Structure
• 25 feet for Accessory Structures

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2.4.14 PUD– Planned Unit Development District Design Guidelines and Procedures.

A. Definitions: The definitions of various terms, as they apply to the PUD District, are provided below.

Master Development Plan. A written in graphic submission for a plan development which
represents attractive land purpose subdivision the location in bulk of buildings and other structures
density of development public and private streets parking facilities common open space public
facilities and all covenants related to use thereof. The master development plan is submitted in
conjunction with a rezoning application for the PUD district.

Open Space. Land within or related to a development, which is not individually owned or delegated
for public use, which is designed and intended for the common ownership and use by the residents
of development plan. It may include complementary structures and improvements, as are
necessary and appropriate.

Residential Land Uses. Any variety of residence types as permitted within respective separately
zoned areas of the PUD, and as shown on the approved master development plan.

Nonresidential Land uses. Those designated areas which are not residential land uses and which
include, but are not limited to:, the following: commercial or industrial zones, bland common open
space, private streets, drives service in parking areas recreation in other open space areas.

Ownership Types. these include all types of residential development including but not limited to
single family duplex apartments townhouses rental such that ownership may be fee simple lease
purchase leased or rented a common ownership of open spaces recreation facilities streets and
parking areas.

Net Land Area. The area that is calculated in terms of net acres, or the land that is devoted to
residential, commercial, or industrial use, exclusive of street rights-of-way, flood hazard areas, and
public lands.

Maximum Allowable Net Density. The total number of dwelling units or housing structures per
unit of land, based on net land area.

Preliminary Concept Plan. A preliminary plan of the proposed plan development of sufficient
accuracy to be used for purpose of reviewing the proposed land uses in general layout.

Comprehensive Plan. The City of Stockbridge’s adopted Comprehensive Plan 2018-2038. It is a
long-range plan containing policies to guide the growth and development of the City, which includes

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the analysis, recommendations, and proposals for the City of Stockbridge’s population, economy,
housing, transportation, community facilities, and land use.

Professional Consultant. The person who is a registered and/or certified engineer, architect, or
planner who prepared the plan within the scope of their respective legal responsibilities.

A. General requirements for a Planned Unit Development District:
1. Area. The minimum area that is required for a PUD district shall be three (3) contiguous acres
of land. The Planning Commission and City Council may consider projects with less acreage
where the applicant can demonstrate that a smaller parcel will meet the purpose and objectives
of the PUD district.
2. Ownership. The tract of land that is proposed for PUD development shall be in one (1)
ownership, or if in several ownerships, the application for zoning amendment shall be filed
jointly by all of the owners of the properties who are included in the plan, or all owners shall
complete and sign an Authorization Form which is provided by the City.
B. Application procedure:
1. Preliminary concept plan review. Before and application for rezoning of a PUD is authorized,
the applicant shall submit a preliminary concept plan for review by the Community
Development Department. The Department shall coordinate the review of the plan and provide
a report to the Planning Commission, for review at a public meeting.
2. Public notice. Notice of the time and place of the public meeting shall be posted on the property
and in a newspaper advertisement no less than fifteen (15) days and no later than forty-five
(45) days prior to the Planning Commission meeting.
3. Mailed notice. Mailed notice shall be provided at least fifteen (15) but not more than forty-five
(45) calendar days prior to the date of the hearing for all variances, conditional uses,
modifications, and amendments to the official zoning map (rezoning). The City shall provide the
mailed notice in compliance with applicable Georgia Law.
C. Required information: The preliminary concept plan shall include the following information:
1. Planned unit development name.
2. The owner and developer of the property.
3. Architect, engineer, or planner who designed the plan.
4. Location or orientation map of the property.
5. Legal description of the parcel.
6. Date, scale, and north arrow.
7. Acreage in the total tract.
8. Topography at ten-(10) feet contour intervals.
9. Proposed land uses and net acreage in each type.
10. Proposed street layout.
11. Proposed lot layout.

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12. General location of proposed buildings to be used for commercial, recreational, or public facility
uses.
13. Proposed buffers, open space, and natural environmental features, such as surface drainage
and open water.
D. Official rezoning. Following the preliminary concept plan review and approval by the Planning
Commission, the applicant of the PUD project may apply for rezoning.
E. PUD Master Development Plan Approval Request. A master development plan which incorporates
the comments and modifications made by the Planning Commission in its review of the preliminary
concept plan shall be submitted with the application for rezoning. The master development plan
shall include the following information:

1. A site plan for the complete development project, which is drawn to a scale of one (1) inch
equals fifty (50) feet or one (1) inch equals one hundred (100) feet. The plan shall include
information that is contained on the preliminary concept plan, as well as any and all
modifications that were previously made by the Planning Commission. The plan shall include
one (1) or more sheets, as necessary, to accurately show the following information:

a. Property information:
i. Planned development project name.
ii. Owner and developer of the property.
iii. Architect, engineer, or planner who designed the plan.
iv. Date, scale, and north arrow.
v. An area map showing adjacent property owners, the zoning classifications of
adjacent parcels, and existing land uses within five hundred (500) feet of the
property for the PUD project.
vi. A legal description of the parcel.
b. Existing conditions:
i. Existing topographical features of this site, with a minimum contour interval of five
(5) feet. The outline of wooded areas and surface drainage such as streams, lakes
and wetlands shall be shown.
ii. Soil conditions according to the U.S. Soil Conservation Service classification for Henry
County. (including the City of Stockbridge).
iii. The location of any flood hazard areas subject to a 100-year flood according to the
Henry County Flood Damage Prevention Ordinance. The location of the 100-year
flood shall be shown relative to contour elevations.
iv. The location and extent of any aircraft approach zones over the subject PUD
property.
v. The location of any existing property lines within the parcel; railroads; utility right-
of-way or easements; and existing buildings and structures.

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vi. Existing public facilities, such as sanitary sewers, water mains, storm drainage
facilities, culverts, or bridges in underground or above- ground facilities within the
parcel to be developed; or within the right-of-way of roads bordering the parcel,
with sizes, grades, and an invert elevation from field surveys or other sources.
c. Proposed development conditions:
i. Phases of the proposed development.
ii. The location and extent of the proposed interior road system, including pavement
and right-of-way width.
iii. Delineations of the proposed residential uses, including the location of residential
land uses and dwelling unit types, the total number of dwelling units, the total
number of lots, and the percentage allocation by dwelling unit type.
iv. Proposed layout and dimensions of lots within each proposed residential zoning
district.
v. Calculation of residential density in dwelling units per net acres by proposed dwelling
unit type.
vi. The delineation of proposed nonresidential areas, including the lot layout and
dimensions, as well as the general location of the proposed buildings.
vii. The interior common open space system.
viii. Proposed dedication or reservation of land for public use, including streets, parks,
schools, and other public buildings and facilities.
ix. Proposed improvements to existing community facilities, including roads, sewers,
drainage facilities, and water facilities adjoining or near the site.
d. A written report shall be submitted by the applicant which contains the following
information concerning the master development plan:
i. General description of the proposal.
ii. Proposed standards for development, including restrictions on the use of the
property, density standards, yard requirements, and restrictive covenants.
iii. Proposed dedication or reservation of land for public use, including streets,
easements, parks, and school sites.
iv. Exceptions or variations from the requirements of the zoning ordinance and
subdivision ordinance, if any, the area that is being requested.
v. Plans for the provision of the utilities, including water, sanitary sewer, and drainage
facilities, as well as appropriate calculations regarding the sizing of drainage areas
and pipes.
vi. A report from the Henry County Water and Sewerage Authority or municipal
authority as appropriate indicating the adequacy of sanitary sewer and water
services.
vii. Plans for the protection of abutting properties.
viii. Plans for the maintenance of common open space areas.

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ix. A table showing the total number of acres in the proposed development and the
percentage that is designated for each type of proposed land use, including public
facilities. Information should be provided in net acres.
x. Tabulations of the overall net density for residential uses.
xi. An explanation of phasing or stages of the PUD project.
xii. Adequacy of an arrangement of vehicular traffic access and circulation, including
intersections, roadway widths, and traffic controls.
xiii. Adequacy of an arrangement of pedestrian traffic access in circulation, including
separation of pedestrians from vehicular traffic and pedestrian convenience.
xiv. Location and arrangement of off-street parking and loading.
xv. Location, arrangement, size, and placement of buildings, lighting, and signs.
xvi. Plan development projects for which two thousand (2,000) or more average daily
vehicle trips will be generated, and/or for which at least twenty thousand (20,000)
gallons per day of sewage treatment plant capacity will be required, must submit
with the application an environmental impact report. The report shall follow the
format which is used by the Community Development Department. The report shall
objectively discuss the positive and negative impacts of the proposed development
on land uses; on public water and sewerage facilities; on traffic patterns volumes
and road improvements; on storm drainage facilities and school enrollments; on the
tax base (economic base); on natural vegetation and wildlife habitat; and on area
appearance and aesthetics. The report shall be prepared by a professional
consultant.
e. Review of application. In reviewing the application for PUD preliminary development
plan approval and zoning approval, the Planning Commission and City Council shall
consider those items which are listed in Section ?? (review of application for amendment)
concerning zoning map amendments.
f. The consideration of a PUD district approval or disapproval and master development
plan shall also include, but not limited to, the following:
1. The relationship to the Comprehensive Plan.
2. The adequacy and arrangement of vehicular traffic access and circulation including
intersections, road widths, and traffic controls;
3. The adequacy of an arrangement of pedestrian traffic access in circulation including
separation of pedestrian from vehicular traffic, and pedestrian convenience;
4. The location, arrangement, appearance, and sufficiency of off-street parking and
loading;
5. The location, arrangement, and size in the placement of buildings(s), lighting, and
signs;
6. The arrangement of landscape features and buffer areas;
7. The adequacy of public water supply;

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8. The adequacy of storm water and sanitation waste disposal facilities; and
9. The adequacy of structures, roadways, in areas with moderate to high susceptibility
to flooding and ponding and /or erosion.
F. Modifications.
a. Minor modifications. The Community Development Director shall have the authority, in
the administration of the PUD, to approve minor modifications of the master development
plan without a public hearing in a manner that is consistent with the purpose or intent of
the overall development. Minor changes are those which implement only slight alterations
to the approved conditions; which are made necessary by actual field conditions at the time
of development; or which do not alter the impact of the development on nearby properties,
nor the intent or integrity of the conditions as they were originally imposed. Any request
for a minor change of the master development plan shall be made in written form to the
Director. Furthermore, the request for a minor change shall be accompanied by copies of
the revised master development plan.
b. Major modifications. Any major change to the site plan, or to conditions that were
attached to an approved master development plan, shall require an application and hearing
before the Planning Commission and the City Council, as is required within Section ??.
Without limiting the meaning of the phrase, the following are examples of what constitutes
a "major change" for purposes of interpreting this section:
1. The movement of any building or structure adjacent to an exterior boundary line,
closer to the boundary line of the property; if this causes an encroachment upon the
required yard setbacks;
2. Any increase in the number of dwelling units or any increase in the total amount of
floor space of any nonresidential building;
3. Any change in any buffer requirement(s) that were imposed in the original conditional
zoning amendment;
4. Any increase in the height of any building or structure; or
5. Any change in the proportion of floor space that is devoted to different authorized
uses.

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2.5 Establishment of Overlay Districts.

2.5.1 Generally.

A. These districts are superimposed on portions of one or more underlying zoning districts that allow
application of additional standards to accomplish a special purpose, for promoting the aesthetics of
the City for the general public and the existing residents.
B. Relationship to Underlying Zoning District Standards and Other Provisions of Unified Land
Development Code. In any case where the standards and requirements of the overlay district conflict
with those of the base-zoning district or with other provisions of the unified land development code,
the standards and requirements of the overlay district shall govern.
C. Application. Overlay districts are supplemental to the underlying zoning district classifications
established in the City's Unified Land Development Code governing all properties and approvals within
this overlay district. The provisions of this section shall be overlaid upon and shall be imposed in
addition to said underlying zoning regulations and other City ordinances. The Community
Development Director or designee is authorized to promulgate and enforce such rules, regulations,
guidelines, and standards as may be reasonably necessary or desirable to give effect to the provisions
of this section.
D. Exceptions. The provisions of this section shall not apply to the following:
1. Completion of work subject to preliminary plats, site development plans, construction plans,
building permits, or interior finish permits approved prior to the effective date of adoption of
the ordinance from which this section is derived for those parcels not previously covered
within the highway overlay district.
2. Improvements and additions that are made to a single-family residence that was previously
permitted and built on a lot of record prior to enactment of the ordinance from which this
section is derived for those parcels not previously covered within the overlay district.
3. Construction of a single-family dwelling on an existing lot of record within a single-family
residential subdivision with a final plat that was approved prior to the enactment of the
ordinance from which this section is derived, for those that were parcels not previously
covered within the overlay district, provided that the new construction shall be of a similar
floor area, materials, and design as the single-family dwellings on adjacent lots in the same
subdivision.
4. Construction, rehabilitation, restoration, repair of a nonresidential structure, interior
renovations, or interior finishes within an existing structure, or addition to an existing
nonresidential structure that was permitted prior to the enactment of the ordinance from
which this section is derived for those parcels that were not previously covered within the
Parkway Mixed Use Overlay District shall not be subject to the provisions of the Parkway
Mixed Use Overlay District, provided that such construction is on a lot of record and does not
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affect a change to more than twenty (20) percent of the existing permitted structure or five
thousand (5,000) square feet, whichever is less.

2.5.2 PMU – Parkway Mixed Use Overlay District

A. Purpose. The purpose of the Parkway Mixed Use Overlay District is:
1. To promote the general health, safety, and welfare of the community where residents and
visitors can live, work, eat, and play.
2. To promote economic development by diversifying the employment base for a stronger City.
3. To improve public health and provide safe and efficient movement within the overlay district
by promoting development patterns that encourage physical activity such as walking and
bicycling.
4. To encourage a balanced mix of retail, professional, residential, civic, entertainment, and
cultural uses.
5. To improve the efficient operation of traffic around the City.
6. To provide accessible, sufficient parking in an unobtrusive manner.
7. To create an attractive gateway that is aesthetically appealing and environmentally
responsible.
8. To encourage innovative development projects that set standards for landscaping, open space,
community design, and public amenities.
9. To establish consistent and harmonious design standards for public improvements and private
property development within the overlay district so as to unify the distinctive visual quality of
City.
B. Applicability.
A. These regulations of the Parkway Mixed Use Overlay District pertain to all properties which have
frontage on one or more streets that are identified in the “Boundaries” paragraph.
B. The previous “Highway 138 Overlay District” has been eliminated as a separate district, but its
regulations are merged into this revised Parkway Mixed Use Overlay District.
C. The previous “High-Rise Mixed-Use Overlay District” has been eliminated as a separate district
and the two mapped areas which comprised that district are no longer recognized. However, the
regulations of the High-Rise Mixed-Use Overlay District which applied specifically to high-rise
buildings (defined as having five (5) or more totally above-ground floors) and/or mixed-use
buildings are now merged into this revised Parkway Mixed Use Overlay District. Any high-rise
buildings and/or mixed-uses which are located in the Parkway Mixed Use Overlay District shall

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meet the associated additional standards which previously comprised the High-Rise Mixed-Use
Overlay District.
D. These regulations of the Parkway Mixed Use Overlay District shall take precedence over the
regulations of all other districts, including the base zoning districts and any other type of overlay
district.
E. Boundaries. The boundaries for the overlay are designated on the Overlay District Map.
C. Permitted Uses. Any combination of uses permitted in C1, C2, OI, CCR, and MFR are permitted in the
overlay district.
D. Prohibited Uses.
1. Self-service storage, mini-warehouses, or warehousing and storage.
2. Salvage, junk, wrecking, recycling, waste, and scrap yards.
3. Adult entertainment establishments.
4. Sexually-oriented businesses or establishments.
5. Pawnshop or loan brokers, other than mortgage loan brokers.
6. Rooming and boarding houses.
7. Automotive repair and maintenance, except car washes.
8. Truck terminals, truck storage, truck repair, and all industrial uses.
E. Architectural Standards. The following design guidelines and standards apply to all newly-
constructed buildings used for commercial, industrial, or residential purposes.
1. The use of a common palette of building materials should be maintained for building facades to
create a consistent and traditional architectural identity. Traditional architecture shall include,
for example, the use of brick, pitched roofs, low-profile signage, and subdued colors. For large
commercial/retail buildings and multifamily buildings, variations in facade, roofline, and depth
should be provided to lend the appearance of multitenant occupancy. All design and
construction shall be subject to architectural review by the City or its designated architect to
ensure adherence with this subsection K and the structures of traditional architecture.
2. All ground or roof-mounted mechanical, HVAC, and like systems shall be screened from public
street view (within three hundred (300) feet) on all sides by an opaque wall or fence made of
brick, stucco, split face block, or landscaping.
3. For all commercial buildings, roof-mounted mechanical, HVAC, and like systems shall be
screened from public street view (within three hundred (300) feet) on all sides by a raised
parapet or pitched roof along the edge of the roofline.
4. Contrasting accent colors on any single facade shall be limited to no more than ten (10) percent
of the total wall area for any single facade.
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5. Permanent mounted exterior neon lights shall not be allowed.
6. Buildings that are located on outparcels and all accessory buildings shall be constructed of
materials complementing the principal building with which they are associated.
7. Back-lit awnings, roof-mounted lights, and/or roof mounted flag poles are not permitted.
Satellite dishes shall be located and painted to blend with the background as much as practical.
8. Building Materials. The “Allowed Building Materials Table” below and this subsection outlines
allowed building materials that are may be used and combined to create a consistent, attractive,
interesting and long-lasting building design:
ALLOWED BUILDING MATERIALS TABLE

Brick Stone Glass Tilt/ Stucco Concrete CMU/Split- Cementitious Metal Tile
Pre- Blocks Face Block Fiber-Board
Cast
Yes Yes Yes No Max. 50% per No Max. 10% No* No No
facade per facade
Note:
*Allowed for residential buildings. Buildings must have a minimum 4:12 roof pitch.

9. Allowed Building Materials.
a. Brick, except that brick veneers that are intended to simulate brick exteriors are not
acceptable;
b. Stone. Natural stone such as, but not limited to, granite, limestone, acid marble are allowed
building materials. Terra cotta and/or cast stone, which simulate natural stone, are also
acceptable. Painted stone is not allowed;
c. Split-face block/concrete masonry unit (CMU) is restricted to ten (10) percent of the surface
area of the facade;
d. Tilt/architectural pre-cast concrete is not allowed;
e. High-grade stucco is restricted to fifty (50) percent of the surface area of a facade;
f. Natural wood and/or cementitious fiberboard siding are allowed only for residential
buildings;
g. Glass;
h. Exposed concrete block, metal, and tile are not allowed as building materials on a facade.
F. Building Standards
1. Height requirement: Maximum building height twenty (20) stories; minimum of two (2) stories;
the first finished floor level being level with sidewalk grade.
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2. At least the first floor (sidewalk grade) of residential buildings in the overlay district are required
to be commercial space.
3. Maximum residential density shall not exceed forty-five (45) dwelling units per acre. Additional
density may be permitted per the bonus density requirements below.
a. The Director may administratively grant a density bonus based on the amenities which are
provided in the development. An increase in density up to 60 units per an acre may be
permitted if two or more amenities are provided and an increase in density up to 90 units
per an acre may be permitted if four or more amenities are provided.
b. Amenities may include, but are not limited to, indoor or outdoor swimming pool facilities,
gym/workout space, community space, outdoor public space, parks and playgrounds, or
walking/hiking/biking trails.
4. The impervious surface area shall not exceed eighty-five (85) percent of the lot area.
G. Streetscape Design Standards. The streetscape along the major highways shall be divided into three
(3) distinct zones consisting of a building frontage zone, pedestrian travel zone, and fixtures/planting
zone. The widths of each zone shall be as provided below:
1. Building frontage zones are encouraged to provide outdoor activities and gathering areas and
may be permitted at varying widths.
2. Pedestrian travel zones shall be a minimum of ten (10) feet wide, paved in concrete, and kept
clear and unobstructed for the safe and convenient use of pedestrians.
3. Fixtures/planting zones shall be a minimum of ten (10) feet wide and planted with grass, ground
cover or flowering plants. Within the fixtures/planting zone:
a. Sidewalk benches shall be placed in front of retail locations at a maximum distance of five
hundred (500) feet from one another.
b. Trash receptacles shall be placed at street intersections and at a maximum of five hundred
(500) feet apart from one another.
c. Bicycle racks should be located at a maximum distance of two hundred fifty (250) feet
apart.
d. Pedestrian-scale lighting should be incorporated along all pedestrian paths and shall be
placed a maximum of every forty (40) feet on center.
H. Site Design Standards. All development in this district must meet the following minimum site design
standards.
1. Parking shall be located to the rear or side of buildings.

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2. Parking lots shall be directly connected to a sidewalk leading to the main entrances of all
buildings on the site, and they shall include marked crosswalks across interior driveways and
vehicular aisle.
3. The Director may approve a reduction of up to 25 percent in the number of parking spaces
required for a specific use where inter-parcel access is provided and a shared parking analysis,
which is approved by the Zoning Administrator, demonstrates that adequate parking will be
provided. The process for determining the minimum parking requirements for a mixed-use
development or for contiguous properties containing multiple uses is:
a. Determine the minimum number of parking spaces required for each use category from
Section ??.
b. Multiply each parking requirement by the corresponding percentage for each of the time
periods shown on the table below.
c. Total the number of parking spaces for each of the time periods (add together the numbers
in each column).
d. The largest column total is the minimum shared parking requirement for the development
or collectively for the contiguous properties.
e. In no case shall parking spaces that are farther than 1,000 feet from a building entrance be
allowed to satisfy off-street parking requirements for a use or be counted towards shared
parking requirements.
Shared parking space requirements

WEEKDAYS WEEKENDS

USE Daytime Evening Daytime Evening
6 a.m.—5 p.m. 5 p.m.—1 a.m. 6 a.m.—5 p.m. 5 p.m.—1 a.m.

Residential 80% 100% 80% 100%

Office 100% 10% 20% 5%

Retail 95% 85% 100% 70%

Hotel 60% 100% 60% 100%

Restaurant 75% 100% 60% 100%

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Entertainment 50% 85% 70% 100%

Church 50% 50% 100% 60%

4. Access.
a. Adjoining properties shall be encouraged to share curb cuts to reduce interruptions to the
sidewalks.
b. Properties that are adjoining shall be encouraged to enter into an agreement to create space
for a connection between the two (2) properties. This keeps traffic off the main road and
increases the likelihood that a customer will only have to look for a parking space once, if
desired.
5. Landscaping/Buffering.
a. At least thirty percent (30%) of the paved surface area of each surface parking lot shall be
shaded by mature landscaping within five (5) years of construction to provide a cool
environment.
b. The area between a parking lot and the public ROW shall have a boundary strip of at least
five (5) feet. Trees within the boundary shall be planted a maximum of forty (40) feet on
center, and no boundary shall have less than one (1) tree. A brick or stone wall thirty (30)
inches tall, or shrubs maintained at a minimum mature height of twenty-four (24) inches and
a maximum height of thirty (30) inches, shall be provided within the strip.
c. All areas along the corridor which are not developed with buildings or prepared surfaces for
parking, circulation, utilities or the like, shall be landscaped and maintained with ornamental
plantings. These plantings should be native or drought-tolerant plants to minimize the need
for irrigation. Green fields and wooded areas should be left as as they are, until they are
developed into another use. Paved areas of the site shall be limited in size to the area that is
required to accommodate the intended use.
6. Exterior Lighting.
a. Lighting shall be provided at all entrances, pathways, parking areas, and recessed areas.
b. All exterior lighting fixtures shall use full cutoff luminaires to reduce both energy usage and
glare, as well as prevent light pollution.
c. Lighting shall be pointed at the ground or the building directly to prevent glare onto
neighboring areas.
d. Light fixtures, light pole bases, and poles, shall be consistent with each other, with the
architecture of buildings (if any), and/or with the nearby street lighting.
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7. Building Orientation.
a. The required building setbacks of the underlying zoning district may be reduced in order to
encourage new commercial buildings to develop closer to the street.
b. Buildings may be set back further to allow for an appropriate building frontage zone which
may include balconies or steps, public plazas, outdoor dining areas, or additional
landscaping.
c. Corner lots should be oriented to the corner and be used to create focal points at the four
(4) corners of major street intersections.
d. When buildings are located adjacent to existing commercial developments that are set
further back, a step-back design may be utilized to transition to the desirable setback
pattern, reducing excessive variation.
I. Building Service Elements.
1. Mechanical or utility equipment, including utility meters, shall be screened from public view.
a. The method of screening may be architecturally-integrated with the structure in terms of
materials, color, shape, and size in such a manner that the equipment is not visible from
street level.
b. Vegetation and landscaping may be used to screen on-grade elements. Landscaping must be
maintained.
2. Refuse containers or dumpsters shall be located in the rear or side yard of a property and shall
be screened from view of the public right of way.
a. Enclosures shall reflect the architecture of the proposed development and shall include walls
constructed with appropriate and compatible materials.
b. The enclosure shall have a minimum height of eight (8) feet, or two (2) feet taller than the
highest point of the waste/grease container, compactor, or dumpster, whichever is greater.
c. Gates shall allow access to refuse containers while denying open views of the contents
within.
d. The use of chain link fencing is not acceptable as concealment of mechanical units or
waste/grease containers.
e. New development shall bury utilities when possible to avoid a visually cluttered streetscape
and to promote a more aesthetically pleasing environment.
f. Rooftop mechanical units or other services and utilities that are located above grade shall be
screened from public view. The method of screening can be met by implementing one (1) or
more of the following strategies:
i. Enclosing the utility within a roof that is integrated into the building form;
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ii. Locating the utility within an enclosed mechanical penthouse whose materials and
detailing complement the building architecture;
iii. Locating the utility far enough from the parapet so as to be effectively invisible from
adjacent public rights-of way.
J. Entrances.
1. All first-story uses shall have a primary pedestrian entrance, which faces, is visible from, and is
directly accessible from the sidewalk.
2. All first-story businesses with more than sixty (60) feet of frontage along sidewalks shall provide
one (1) pedestrian entrance for every sixty (60) linear feet of frontage or fraction thereof.
3. Some form of protection is required at all retail frontage along the corridor for relief from
inclement weather. This can take the form of awnings, canopies, or other accessory shade
structures as may be approved by the Community Development Director.
4. Awnings should be architecturally consistent with the building and be made of durable opaque
materials such as cloth or canvas. The use of shiny, high-gloss, translucent materials such as
vinyl or plastic is prohibited.
5. The color of awnings shall be compatible with the building facade.
6. The scale of the awning (height, length, depth and overall bulk) shall be compatible with the
building storefront.
7. Columns to support canopies are not permitted in the public right of way.
8. Awnings and canopies shall only include signage when such signage is located within an apron
that is less than twelve (12) inches in height. They are subject to all other applicable sign
requirements of this document.
K. Signs

2.5.3 DTV - Downtown Village Overlay District.

A. Description of District. The Downtown Village Overlay District mainly consists of the Historic
City of Stockbridge, and it is delineated on the adopted Zoning Map.
B. Purpose. The purpose and intent of the ODowntown Overlay District are:
1. To recognize and affirm the function of the existing traditional downtown as the central
focus of commercial, artisan, and civic activities within the community;
2. To allow the existing downtown to flourish, intensify, and expand wherever it may be
appropriate, in a manner that is consistent with its traditional character;
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3. To provide a local retail, service, artisan and civic center for the community.
4. Applicability. The requirements of this district are not intended to apply to single-family or
multifamily residences. The requirements for such uses shall be those provided under the
appropriate zoning classifications for such uses, except where the multi-family or single-family
use is located in a building containing another permitted use in this district;
C. Permitted Uses. The following are permitted uses in the Downtown Village Overlay District:
1. Residential units which are located on upper floors above and/or to the rear of
commercial and/or office uses; however, such uses must be fee simple condominiums or
townhouses;
2. Multi-family residential buildings, excluding apartments, subject to requirements for such
uses as provided under the Multifamily Residential Zoning (MFR) District;
3. Single-family residences, subject to the requirements for such uses, as is provided under
the appropriate zoning classification;
4. Commercial and office uses permitted hereunder in the same building;
5. Banks and financial institutions;
6. Bed-and-breakfast establishments;
7. Day care centers;
8. Customary home occupations, excluding family day cares;
9. Libraries, museums and galleries;
10. Governmental buildings and related uses;
11. Music, dance, or exercise studios;
12. Offices, including professional and medical offices;
13. Parks, playgrounds, trails, greenways, outdoor recreational and entertainment facilities,
and natural areas;
14. Places of worship, churches, and related uses;
15. Public and private schools and other facilities, exclusive of day care centers;
16. Restaurants, cafes. and coffee shops, not including drive-through or franchise
architecture;
17. Retail and service businesses which do not exceed five thousand (5,000) square feet of
floor space including, but not limited to, the following uses: catering; confectionary
(candy) stores; antique and small furniture shops; tailors; apparel and consignment shops;
custom dress making or millinery shops; bakery shops: drug stores and pharmacies;
florists; small scaled bookstores; stationery and gift shops; photographers, including the
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sale of supplies and equipment; music stores; hardware stores; jewelry stores; optical
stores; shoe sales and repair; barber and beauty shops; hobby and craft shops;
metal/woodworking shops; general/grocery/health food stores; news and tobacco shops;
hair and beauty salons; dry cleaning or similar business, and any other establishments
that are deemed to be appropriate by the Director and approved by City Council to be
similar and compatible with the above-listed permitted retail and service uses, provided
that they comply with the regulations for restricted businesses.
18. Studios and shops of artists and artisans;
19. Any adult entertainment establishment business, for-profit or not-for-profit, which
contains, distributes, or in any way provides adult material or entertainment, is not a
permitted use in this district.
D. Accessory Uses. The following are permitted accessory uses in the Downtown Village Overlay
District:
1. Commercial or business buildings and structures for a use which is accessory to the principal
use, but it shall not exceed thirty (30) percent of the gross floor area of the principal use;
2. Off-street parking, as is regulated by paragraph (I) of this section but not including parking
for semi-trailer trucks;
3. Off-street loading, as is regulated by paragraph (I) of this section;
4. Fencing, screening, and landscaping, as is permitted and regulated by paragraph (I) of this
section;
5. Signs, as is regulated by the Sign Ordinance of the City; and
E. Temporary Uses. The following temporary uses are required to seek approval from the
community Director within the Downtown Village Overlay District. The Director may impose
specific calendar dates, times, or relevant conditions to the approval.
1. Carnivals, fairs, and other similar activities of a temporary nature;
2. Commercial displays are permitted within the front set-back provided that such displays
meet the following requirements:
a. Displays may be no greater than four (4) feet wide and five (5) feet tall. Under no
circumstance may displays extend more than two (2) feet into the sidewalk;
b. Displays are permitted between the hours of eight (8:00) a.m. and five (5:00) p.m.,
and for no more than four (4) days per week. During all other times, no displays shall
be allowed;
c. A written description of the specific items to be displayed is filed with the City clerk;

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d. If the Mayor and City Council determine that the continuance of a display under this
subsection would be detrimental to the health, safety, and welfare of the citizens of
the City, they may revoke this conditional exception for any individual or business in
this district after providing said individual or business with notice and a hearing.
3. Restaurant tables and chairs are permitted in the front setback, but shall not be
positioned so that their use blocks or requires use of more than two (2) feet of the
sidewalk. Within two (2) hours of the posted closing time, such tables and chairs must be
stored inside the primary or accessory building.
F. Conditional Uses. The following uses are permitted as conditional uses subject to their
demonstrated compliance with site design guidelines, their compatibility with surrounding land
uses, and their compatibility with the purpose of the Downtown Village Overlay District:
1. Other commercial, civic, or entertainment uses which are considered to be similar in
character and intensity to permitted uses;
2. Bars, taverns, and clubs, subject to the following conditions:
a. The proposed use shall not constitute a nuisance to the neighborhood due to its
hours of operation, noise, or loitering. If, after giving written notice to the owner
and holding a public hearing, the City Council finds by a majority vote that a bar,
tavern, or club is in violation of this provision, all City-issued permits and/or
certificates shall be automatically revoked;
b. The bar, tavern, or club is intended to serve primarily the surrounding
neighborhood.
3. Billiards and arcades, subject to the same conditions as provided under subparagraph (2);
4. Passenger depots and transit shelters.
G. Design Standards. All structures containing non-residential uses, excluding mixed residential
and nonresidential uses, in this district must meet the minimum structural and architectural
design standards listed below. The standards apply to new buildings containing non-residential
uses and to remodels or expansions of existing buildings. Any person who plans to build,
construct, develop, remodel, expand, or the like, shall submit design plans to the Director for
review and recommendation. The Director shall forward the plans and recommendation to the
Mayor and City Council within thirty (30) calendar days of submission for approval or denial.
1. Architectural Features and Details. Exterior facades, including eaves, columns, pilasters,
cornices, windows and window surrounds, canopies, fascia, and roofs shall be
proportionate with the building and compatible with surrounding traditional buildings.
The scale of new construction, including the arrangement of windows, doors, and other
openings within the building facade, shall be compatible with surrounding traditional
buildings.

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2. Permitted Materials. Exterior surfaces, exclusive of windows and doors, of all buildings
shall be faced on three (3) sides with one hundred (100) percent brick and the front side
shall be faced with fifty (50) percent brick, stone or stucco. The remainder of the front
side may include wood, stone, decorative glass, decorative block, architectural concrete,
or precast concrete units, provided that surfaces are molded, serrated, or treated with a
textured material in order to give the front side a three-dimensional character. Vinyl,
metal, or cement fiber board siding may be used in the eves, soffits and gables of a
building. Metal roofing material may be acceptable. The type, quality, and arrangement
of all such permitted materials shall be compatible with other development throughout
the district.
3. Colors. The colors that are to be used for exterior surfaces, including roofs, shall be
harmonious with surrounding development and shall visually reflect the traditional
concept of the Old Downtown. Examples of incompatible colors include metallics, neons,
and/or primary colors. Masonry walls shall not be painted; their colors shall be integral to
the masonry materials.
4. Prohibited Materials. No buildings shall be constructed of sheet aluminum, asbestos, iron,
steel, corrugated metal, vinyl, plastic or fiberglass siding. Face materials which rapidly
deteriorate or become unsightly such as galvanized metal or unfinished structural clay
tile, are not permitted.
5. Mechanical Equipment and Utilities. All mechanical equipment, such as furnaces, air
conditioners, elevators, transformers, and utility equipment, whether they are on roofs
or mounted on the ground, shall be completely screened from contiguous properties and
adjacent streets to be compatible with the architectural treatment of the principal
structure. All new public or private utilities shall be constructed underground.
6. Accessory Structures. All accessory structures, screen walls, and exposed areas of
retaining walls shall be of a similar type, quality, and appearance as the principal
structure.
7. Loading and Service Areas. Loading and service areas must be completely screened,
except at access points, from the ground level view from contiguous property and
adjacent streets.
8. Outdoor Storage. There shall be no outdoor storage of either materials or products.
9. Trash and Recycling. All trash handling, related equipment, and outside areas for holding
trash or materials for recycling, shall be completely enclosed and screened and shall be
constructed out of materials which are compatible with the architectural treatment of the
principal structure.
10. Streetscape. A streetscape is the sum of the man-made and planted features within and
adjacent to the street right-of-way that creates the character of the public space. The
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streetscape often includes sidewalks, street trees and plantings; street furniture such as
benches, street lights, signs, trash receptacles, railings and fences, fountains, planters,
banners and flags, public art, and similar publicly- visible features. New construction,
exclusive of remodeling, shall provide an eight-(8)-feet-wide sidewalk within the front
yard setback from the edge of the public street; six (6) feet or the front yard setback,
which shall be sodded and serve as a landscaped buffer between the street and the
sidewalk. The landscaping of these buffer areas shall consist of at least one (1) tree or
more as needed to provide a continuous balanced treescape with no greater than forty
(40) feet spacing between trees. The exact species and location shall be determined so
that it does not overly obstruct the view of the store front. Additional vegetation shall be
required according to the landscaping provisions of the Stockbridge Zoning Ordinance as
adopted. New construction, exclusive of remodeling, shall provide one metal trash
receptacle and one metal bench. New construction, exclusive of remodeling, shall install
historic-style street lamps approved by and location chosen by the City manager to
provide for the safety of the public.
11. For any new construction, exclusive of remodeling, the entire length of the road frontage
shall be curb and gutter.
H. Area and Bulk Standards.
1. Lot area: Minimum of two thousand five hundred (2,500) square feet and maximum of ten
thousand (10,000) square feet, except for governmental buildings, which shall be
determined by the City Council based on public need;
2. Lot width at front yard setback line: Minimum of twenty-five (25) feet;
3. Minimum lot depth: one hundred (100) feet;
4. Yard dimensions:
a. Front yard setback: Minimum of fourteen (14) feet from the curb and may be increased
to twenty (20) feet if additional space is landscaped as a garden or outdoor seating or
dining area. Entries may be recessed up to twenty-five (25) feet;
b. Side yard setback (each side): Minimum of zero (0) feet if attached to or abuts an
adjacent building, a minimum of ten (10) feet if side of building is not attached to or does
not abut an adjacent building and a maximum of twenty (20) feet;
c. Rear yard setback: Minimum of fifty-five (55) feet, with at least one (1) row of tree
shaded parking.
5. Height requirement: Maximum building height: Four (4) stories or fifty-five (55) feet with the
first finished floor level being level with sidewalk grade.
I. Required Parking Facilities.

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1. On-street parking, either angled or parallel, shall be provided along all public streets, unless
otherwise determined by the Mayor and City Council.
2. Plans for off-street parking and loading facilities within this district shall be reviewed by the
community Director. In general, off-street parking shall be required for any permitted use
within this district in accordance with the parking requirements for such use. In the case of
a mixed-use building, the minimum amount of parking required shall be that of the use that
provides the greatest number of spaces. However, the Community Development Director
may recommend, and Mayor and City Council may require, such off-street parking and
loading spaces as deemed to be appropriate for the proposed use, including reductions or
increases in the required spaces. Also, off-street parking facilities shall have at least an eight-
(8)-feet-wide buffer between the facility and streets, islands eight (8) feet in width separating
isles of parking, and separations four (4) feet in width every twelve (12) spaces. Said buffers,
islands, and separations shall be landscaped with sod, three (3) gallon drought resistant
shrubs (four (4) per parking space) and two-and-one-half (2-1/2)-caliper canopy trees which
are approved by the Community Development Director planted of a forty-foot spacing. Off-
street parking facilities shall be illuminated with downcast lighting using energy-efficient
bulbs.
Upon review, the Community Development Director shall approve or deny the plans.
3. The Community Development Director may recommend, and the Mayor and City Council
may require, a monetary or other contribution toward community parking facilities in lieu
of off-street parking facilities. Said funds shall be placed in an account for the sole purpose
of providing parking within this district.
4. Required off-street parking shall not be located within any front yard setback or in front
of the principal building. Parking areas shall be landscaped in accordance with the City
Zoning Ordinance and buffer standards in accordance with commercial buffer
requirements under such ordinance.

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Chapter 3: USE REGULATIONS

3.1 Use Table: Zoning Districts and Use Comparison.

"See Section" - Additional
P - Permitted Use
Regulations Apply
KEY:
A - Permitted as an Accessory Use C - Conditional Use

See
Use RR SR CCR MFR MHR OI DT C1 C2 C3 LI HI
Section

AGRICULTURAL
Agriculture, Forestry and Animal Related Uses
Commercial Greenhouses and Plant
C C P P P 3.2.10
Nurseries
Keeping of livestock, P 3.2.21
Livestock Processing and Feedlots C C P 3.2.22
Riding academies or stables P X
Roadside produce stands C X
Urban or community gardens, up to
P P P P P
1 ac.
Urban or community gardens, over 1
P C C C C
ac.
RESIDENTIAL
Dwellings
Dwelling, mobile or manufactured
P 3.2.26
home
Dwelling, multi-family, 4 to 6 units P P C
Dwelling, single-family (detached) P P P

Dwelling, single-family accessory
(guesthouse, in-law suite, apartment A A A 3.2.2
over garage)

Dwelling, two-family or three-family P C
Dwelling, townhouse, urban single-
P C
family, single-family (attached)
High Rise Apartment P C
Home Occupation P P P P P P 3.2.18
Live-work unit P P
Second floor and above apartment
units
Lodging
Bed and breakfast (not in
P C 3.2.6
subdivision)
Extended stay hotel/motel
Hotel/Motel

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Other Lodging and Event Facilities C P P P C C 3.2.23
Short Term Vacation Rental A Title 9
Specialized Housing Facilities
Boarding/Rooming house C P P P P 3.2.7
Personal Care Homes, Group
Homes, and Boarding Home Having P C 3.28
3 or Less Persons.
Personal Care Homes, Group
Homes, and Boarding Home Having C C 3.29
4 or More Persons
Nursing Homes, Assisted Living, and
P C 3.2.17
Hospice Care Facilities.
Senior housing P P P P X
INSTITUTIONAL/PUBLIC
Community Facilities
Cemetery, columbarium, mausoleum P P P P P P P P P P P P 3.2.8
Funeral Homes, Mortuaries, and
C C C 3.2.15
Crematoriums.
Conference Centers C C P P 3.2.24
Emergency Response and Public
P P P P P P P P P P P P 3.2.12
Safety Facilities.
Golf courses and driving ranges P P P 3.2.16
Government facilities P
Library or museum P P
Mass Assembly Centers and Grounds
Amphitheaters C C C C C 3.2.24
Athletic Fields P P P P P P P P P P P P 3.2.24
Armories C C C C C 3.2.24
Convention Centers C C C C C 3.2.24
Civic Centers C C C C C 3.2.24
Fairgrounds C C C C C 3.2.24
Outdoor Amusements (miniature
golf, carnivals or midway rides, pony
rides, climbing walls, tracks for go-
C C C C C 3.2.24
carts and similar vehicles, and other
tourist-oriented rides and
amusements)
Places of Worship C C C C P P P P C C 3.2.24
Rodeos C C C C C 3.2.24
Education

Colleges, universities, research and
P P P P P
training facilities

Private or Private kindergarten,
P P P P X
elementary, middle and high schools

Vocational schools P P P P P X
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COMMERCIAL
Automobile, boat and trailer sales and service
Automobile brokerage (no vehicle
P P P
storage)
Automobile service repair stations
providing major repair

Automobile service repair stations
providing minor repair
Automobile sales and truck sales
Automobile upholstery shop
Automobile wash service
Boat and boat trailer sale
Minor automobile repair and
maintenance
Retail automobile parts and tire
store
Trailer and RV salesrooms and lots
Office
Building and construction office,
landscape contractors. (material, P P P P
equipment, storage)
Temporary trailer, as home sales
P P P
office or construction trailer

General business office including
accounting, finance, banking,
insurance, legal, medical, real P P P P P
estate, engineering, architecture,
construction (without storage), etc.

Recreation and Entertainment
Adult Entertainment Establishments C C C P
Clubs and/or Lounges P P P P P 3.2.24

Indoor recreation (bowling alleys,
movie theatres and other activities P P P P P 3.2.24
conducted wholly indoors)
Private commercial/vocational
schools (including martial arts or
P P P P P 3.2.24
dance studios, and technical or
vocational training);
Theaters with live performance,
assembly or concert halls, or similar
P P P P P 3.2.24
entertainment within enclosed
building
Retail
Apparel or accessories store P P P P
Art gallery P P P P
Antique shops, provided that there is
P P P P
no outdoor display or storage

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Book, greeting card, or stationery
P P P P
store
Farmer's market C C C P P P
Florist and gift shops P P P P
Fueling Service Stations. P P P P P P 3.2.14
Grocery stores P P P
Hardware store or other building
P P P
materials store
Jewelry store P P P P
Music or music equipment store
P P P
(retail)
Office supplies and equipment store P P P P
Pet supply store (No Boarding) P P P P
Pharmacy or drug store P P P P
Radio, television or consumer
P P P P
electronics store
Small Box Discount Stores P P X
Restaurant/Food establishments
Brewpub, Beer Growler, Brewery P P P P
Bakery, confectionary, and café uses P P P P
Catering establishments P P P
Restaurants (non-drive-thru) P P P
Restaurants with a drive-thru
P P P
configuration
Specialty food stores (e.g., coffee,
P P P P
ice cream)
Transportation and Storage
Ambulance, taxi or limousine
P P
service, dispatch, and storage.
Bus or rail stations or terminals for
passengers
Airstrips, Airports and Helicopters
P P 3.2.5
[Heliports].
Parking, commercial lot P P
Parking, commercial garage A A A A A P P
Services
Adult and Child Day Care P P P 3.2.3
Animal Care Facilities (Kennels,
Animal Hospitals, Veterinary Clinics, P P P 3.2.4
and Stables).
Banks, credit unions or other similar
P P P P
financial institutions
Barber shop/ beauty salon or similar
P P P P
establishments

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Coin laundry, dry cleaning, and
P P P
pickup stations

Fitness center P P P P
Personal services establishment P P P P
Photographic studios P P P P
Plumbing, HV/AC equipment
P P
establishments
Publishing or printing establishments P P P P
Services, Medical and Health
Dental offices and clinics P P P P P
Health services clinic, urgent care P P P
Home healthcare service, office use
P P P P
only
Hospital or medical facility P P P 3.2.19
Kidney dialysis center P P P
Medical or dental laboratories P P P
Physical Therapy P P P
Services, Repair
Furniture upholstery or repair;
home appliance repair or service

Personal service, repair (watch,
shoes, jewelry)

INDUSTRIAL
Airports, heliports, and landing areas P X
Agricultural implementation and
P P
equipment establishments
Armory and equipment sales P P
Auto engine, body repair, and
undercoating shops, when P P
completely enclosed
Alternative energy production (other
than solar energy systems)
Agriculture crop processing and
storage (of materials produced off- P
site)
Automobile/truck manufacturing C P
Asphalt and concrete batching plants C
Asphalt manufacturing P
Building materials and lumber supply
P P
establishments
Business distribution centers P P
Business parks P P P
Building materials and lumber supply
establishments

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Blast furnace, steel furnace,
blooming, or rolling mill
Brick, tile, and terra-cotta
manufacturing
Clinics, cafeterias, employee credit
unions and recreational facilities for P P P P P P
employees only
Commercial parking garages and
P P
lots
Computer and data processing
P P
services
Centers for Manufacturing,
P P 3.2.9
Production, Processing or Assembly.
Central mixing plants for cement,
mortar, plaster or housing materials.
Cement, lime, gypsum, or plaster of
paris manufacturing
Chemical storage or manufacturing P
Heating and electric power
generating plants and all necessary P
uses
Fabrication shops P P
Greenhouses and nurseries,
C P P
including landscaping services
Industrialized and Modular Buildings P P P P P 3.2.20
Lumber yard for wholesaling of
building products
Machine and machine tool
manufacture
Mines and Quarries. P 3.2.25
Development of natural resources,
including the removal of minerals
(such as rock quarries) and natural C
materials, together with necessary
buildings and machinery
Outdoor storage P P P 3.2.27

Petroleum or inflammable liquids,
production, refining, or storage
Poultry killing, plucking, and
processing
Railroad spurs and yards P
Railway lines, passenger depots,
intermodal facilities, and rail yards
Recycling centers for collection or
processing
Research, experimental, or testing
P P
laboratories

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Rock, sand or gravel distribution or
storage
Sawmills P

Sheet metal products P

Smelting of copper, iron, zinc, or ore P

Tinsmith/roofing operations P

Truck terminals P
Truck, trailer, tractor sales and
P P
service
Trade shops, including electrical,
plumbing, heating/ cooling, and P P
roofing
Trade/ industrial/ vocational schools P P

Truck parking lots, as distinguished
P P
from truck terminals

Sanitary Landfill C
Salvage Yards or Junkyards and
Wrecker Services (with Storage P P X
Area).
Self-Service Storage Facilities. P P P X
Towing, wrecking, and Impound
service
Truck Stops P X

Warehousing or Storage P P

Wholesale business, warehouse,
distribution, and similar non
P P
processing storage and distribution
uses

COMMUNICATIONS/UTILITIES

Bus stop P P
Radio/television transmission towers
C C
over thirty-five (35) feet high.
Radio tower under 35ft high P P

Transit park-and-ride lots P P
Wireless Telecommunications P P
Utility substation P P
Water tower P P
SOLAR ENERGY SYTEMS
Integrated SES A A A A A A A A A A A A X
Rooftop SES C C C C C C C C C C C C X

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Ground Mounted SES, Small Scale C C C P P X
Ground Mounted SES, Intermediate
C P P X
Scale
Ground Mounted SES, Large Scale C C X
ACCESSORY USES
Accessory structures A A A A A A A A A A A A 3.2.1
Fences and Walls A A A A A A A A A A A A 3.2.13
Electric Vehicle Charging Stations A A A A A A A A A A A A
Electrical Substations. P P P P P P P P P P P P 3.2.11
Gate and Security buildings A A
Satellite Dish Antennas P P P P P P P P P P P P X
Swimming Pools and Pool
A A A A A A A A A A A A X
Enclosures
Temporary Structures and Uses P P P P P P P P P P P P X

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3.2 Supplemental Use Regulations.

3.2.1 Accessory Structures.

The intent of this section is to regulate the installation, configuration, and use of accessory structures.
Regulation is necessary in order to ensure that accessory structures are compatible with the surrounding
neighborhood and are consistent with the character and intent of the zoning district in which the
accessory structures are located. For the purposes of this section fences and walls are not considered
accessory structures.
A. Accessory structures shall be located on the same lot as, and subordinate to, the principal use
or structure.
B. Standards for specific accessory structures are set forth in below. All accessory structures
shall comply with the standards that are set forth below:
1. Accessory structures shall be located within the side or rear yard, unless otherwise
provided below, except those buildings in RR zoning districts, where the lots are a
minimum of three (3) acres and are not part of a platted subdivision, may be located in
the front yard;
2. Accessory structures shall not be erected on a lot prior to construction of the principal
structure, except for agricultural purpose storage buildings in RR zoning districts, where
lots are a minimum of three (3) acres and are not part of a platted subdivision;
3. Accessory structures shall be included in all calculations for impervious surface ratio or lot
coverage standards, and for stormwater management standards;
4. Accessory structures shall not be located within any required buffer or landscaping area,
parking lot, protected resource area, or stormwater management area;
5. Accessory structures which are located in any residential zoning district shall not be used
for any type of commercial operation;
6. Accessory structures shall not be used as a dwelling unit, except as provided in the
standards for accessory dwellings;
7. Accessory structures shall comply with the dimensional standards set forth in the
following table:

Table 3.2.1 Dimensional Standards for Accessory Structures
DEVELOPMENT FEATURE STANDARD
Setbacks:
• From side and rear property lines 10 feet

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• From corner lots Front Setback for district applies to
both frontages
• From recorded easements for drainage, sanitary sewer Prohibited within easements
and other utilities
Maximum height:
• Agricultural support structures, barns, and silos None
• Within platted subdivisions in SR districts 25 feet
• Airplane hangars 35 feet
• All other RA developments 35 feet
• All other districts 25 feet
Separation from principal building: 10 feet
• Maximum floor area
• On parcels, greater than one acre and located in the RR No limitation
zoning district outside of a subdivision
• In RR subdivisions 50% of heated space
• All other zoning districts 50% of the heated floor space of the
primary dwelling

3.2.2 Accessory Dwellings (Guest Houses, In Law Suites, Caretaker Houses).

A. Accessory dwellings include basement apartments, garage apartments, caretaker or other
employee quarters, guest houses, and other accessory dwellings.
B. Accessory dwellings shall not be used as rental property. They may only be occupied by family
members, guests, or employees of the property owner.
C. Accessory dwellings are permitted within a principal dwelling or as a freestanding dwelling in
an RR, SR, and CCR zoning district.
D. Accessory dwellings contained within a principal dwelling in the RR, SR, and CCR zoning districts
shall comply with the following standards:
1. No more than one accessory dwelling shall be established in a principal dwelling.
2. One (1) additional parking space shall be provided to serve an accessory dwelling.
3. Accessory dwellings shall comply with all building and health code standards.
E. Freestanding accessory dwellings in the RR and SR zoning districts shall comply with the
following standards:
1. No more than one (1) freestanding accessory dwelling shall be established on a residential
lot.
2. An accessory dwelling may be located on the second floor over a detached garage or it
may be a separate structure.

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3. Accessory dwellings shall be located within the side or rear yard, except that in the RR
zoning district, where the lots are a minimum of three (3) acres and are not part of a
platted subdivision an accessory dwelling may be located in the front yard.
4. Accessory structures shall comply with minimum setbacks set forth in this section.
5. The residential lot shall comply with the minimum lot area standards for the district,
except that in no case shall an accessory dwelling be located on a lot served by County
sewer having less than eighteen thousand (18,000) square feet of lot area; lots utilizing
an on-site sewage management system must be a minimum of thirty thousand (30,000)
square feet.
6. One (1) additional parking space shall be provided to serve the accessory dwelling.

3.2.3 Adult and Child Day Care Facilities.

The requirements of this section apply to child and adult day care facilities, nursery schools, and
preschools.
A. Family day care homes or group day care homes are NOT allowed in residential districts, nor are
they allowed on any property which is used for residential purposes. The regulations which are listed
below apply to commercially-operated adult and child day care facilities only.
B. Each adult and child day care center shall be subject to the following requirements when it is located
within a commercial building or commercial zoning district:
1. All regulated facilities shall comply with the State regulation and shall acquire applicable State
licenses for operation.
2. All facilities shall be located on properties having a minimum of one (1) acre and shall be located
on a thoroughfare having a classification of a collector road or higher.
3. All day care facilities must be located in freestanding buildings. They may not be located within
a tenant space of a retail center, office building, or other type of building.
4. Each child day care facility shall provide not less than thirty-five (35) square feet of indoor play
area for each child, based on the maximum permissible enrollment.
5. Each child day care facility shall provide not less than two hundred (200) square feet of outdoor
play area for each child, based on the maximum permissible enrollment.
6. All required outdoor play/ recreation areas shall be enclosed by a solid decorative fence which
is not less than four (4) feet in height.
7. No day care home shall be located within one thousand five hundred (1,500) feet of another
day care facility.
8. All facilities must obtain a business license with the City and provide a copy of all State licenses
and documentation.

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3.2.4 Animal Care Facilities (Kennels, Animal Hospitals, Veterinary Clinics, and Stables).

A. Animal care facilities, with the exception of stables and facilities for livestock, are permitted in
the RR zoning district with an approved conditional use permit and are subject to the site design
standards for the district. Stables and facilities for livestock are permitted in the RR zoning
district and are subject to the site design standards in this section.
B. Animal care facilities, with the exception of noncommercial kennels in C2, C3, and LI zoning
districts are subject to the site design standards for the district and specific site design
standards in this section.
C. Design standards for an animal hospital or veterinary clinic in a freestanding building are listed
in Table 3.2.4 below.
Table 3.2.4 Standards for Freestanding Animal Hospital or Veterinary Clinic
DEVELOPMENT FEATURE STANDARD
Animals allowed Domestic pets, farm animals, and livestock. Wild animals
are prohibited
Minimum setback from any residential 50 feet
zoning district for buildings
Minimum setback from any residential 75 feet
zoning district for outdoor runs
Building design Consistent with the design, materials, and color of buildings
in the surrounding area
Outdoor runs Drains connected to an approved sanitary facility; odor
control required; pest control required
Buffer requirements 1.5 times (Should they be?) the buffer requirement of Sec.
5.02.00, (the Landscaping, Buffers, and Tree Protection
Ordinance), plus a fence or wall adjacent to any
residentially zoned property
Boarding Soundproofing required

D. Design standards for an animal hospital or veterinary clinic in a shopping center are listed in
Table 3.2.6(D) below.
Table 3.2.6 D Standards for Animal Hospital
or Veterinary Clinic in a Shopping Center
DEVELOPMENT FEATURE STANDARD
Animals allowed Domestic pets only; farm animals, livestock, and wild
animals are prohibited
Minimum building setback from any 50 feet
residential zoning district
Building design Soundproofing required; odor-proofing required; pest
control required
Outdoor runs Prohibited
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Boarding Prohibited

E. Design standards for commercial kennels are listed in the table below.
Table 3.2.6 E Standards for Commercial Kennels
DEVELOPMENT FEATURE STANDARD
Animals allowed Domestic pets only; farm animals, livestock, and wild
animals are prohibited
Minimum land area Two acres in the RR zoning district; 32,670 sf on septic tank
or 10,000 sf on public sewer in the C-2 and C-3 zoning
districts; one acre on septic tank and 30,000 sf on public
sewer in LI; and one acre in the HI zoning district
Minimum setback from any residential 50 feet
zoning district for any buildings or
structures
Minimum setback from any residential 75 feet
zoning district for outdoor runs
Outdoor runs Fencing required in addition to any fencing on the
perimeter of the site; drains connected to an approved
sanitary facility; odor-proofing required; pest control
required; hours of operation limited to 7:00 a.m. until 7:00
p.m.
Buffer requirements 1.5 times the buffer requirement of Sec. 5.02.00 (the
Landscaping, Buffers, and Tree Protection Ordinance), plus
a fence or wall adjacent to any residentially zoned property
Boarding Soundproofing required
F. Design standards for noncommercial kennels are listed in Table 3.2.6 (F) below.
Table 3.2.6 (F) Standards for Noncommercial Kennels
DEVELOPMENT FEATURE STANDARD
Animals allowed Up to 10 adult domestic pets, only; farm animals, livestock,
and wild animals are prohibited
Minimum setback from any residential 50 feet
zoning district for any buildings or
structures
Minimum setback from any residential 50 feet
zoning district for outdoor runs
Outdoor runs Fencing required in addition to any fencing on the
perimeter of the site; drains connected to an approved
sanitary facility

G. Design standards for stables, including riding academies, barns, and other facilities for farm
animals and livestock are listed in Table 3.2.6 (G) below.

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Table 3.2.6 (G) Standards for Stables and Facilities for Livestock
DEVELOPMENT FEATURE STANDARD
Animals allowed Farm animals and livestock
Limitations on zoning districts Allowed only in RR zoning district
Minimum land area 3 acres
Minimum setback from any adjacent 50 feet
residential zoning district for any
buildings or structures
Minimum setback from any residential 100 feet
zoning district for outdoor tracks and
exercise yards
Outdoor tracks and exercise yards Odor control required; pest control required
Fences The parcel (3 or more acres) shall be fenced. The outdoor
track and each exercise yard shall be separately fenced.

3.2.5 Airstrips, Airports and Helicopters [Heliports].

A. Airstrips, airports and helicopters [heliports], other than private airstrips and helicopters
[heliports] within a residential fly-in neighborhood), are permitted in the M-1 and M-2 zoning
districts. Those properties zoned RA (Residential Agricultural) outside of a subdivision, shall be
required to obtain a Conditional Use Permit and meet the following minimum standards:
1. Minimum acreage shall be fifteen (15) acres.
2. An undisturbed vegetative buffer shall be provided along all property lines that abut
property with a residential zoning classification, except where prohibited to provide
access or utility easements. The purpose of the buffer shall be to screen sight or sound of
activities from adjacent and nearby residential neighborhoods. The buffer shall be a
minimum of one hundred (100) feet in width. Should the property lack existing
vegetation, a detailed landscaped plan shall be submitted and approved by the
Development Plan Review Department, prior to the submittal of a Conditional Use
Application, and shall conform to the plant material requirements and specifications set
forth in this title. Existing vegetation within the buffer area should be preserved and
enhanced where insufficient to provide adequate screening, but not in excess of that
which is required.
3. The landing strip/runway shall not be paved. The use of permeable or pervious pavement
materials shall be allowed.
4. The private airstrips, airports and helicopters [heliports] shall adhere to all applicable laws
and regulations of the Georgia Department of Transportation (GDOT) and Federal
Aviation Administration (FAA).

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5. No commercial activities shall be allowed or permitted with any approved Conditional
Use. The following uses are prohibited: flight instruction, aircraft storage (other than
hangars for use by the property owner), aircraft maintenance (other than by the property
owner), aircraft fueling (other than for use by the property owner), and other similar
commercial airport activities.
6. Only one (1) airstrip per conditional use permit shall be allowed.
7. A maximum of two (2) airplane hangars may be allowed even in the absence of a primary
structure to any approved Conditional Use. Any hangars in excess of two (2) shall be
required to obtain separate approval from the Mayor and City Council, by the filing of a
separate application.
8. All hangars constructed shall be required to obtain a permit and approval from the
Director and shall comply with any and all development and building regulations and
standards.

3.2.6 Bed and Breakfast Facility (Not in a Subdivision).

A. The regulations below are intended to allow for a more efficient use of large (over 3,500 square
feet), older homes in residential areas if the neighborhood character is reserved to maintain both
the residential neighborhood experience and the bed and breakfast experience. These regulations
enable owners to maintain large residential structures in a manner that keeps them primarily in
residential uses and provides an alternative form of lodging for visitors who prefer a residential
setting. An approved conditional use permit is required for all bed and breakfast facilities within
the RR zoning district.
B. The dwelling must be a minimum of ten (10) years old before a bed and breakfast facility is
allowed. The individual or family operating the facility must occupy the house as their primary
residence.
C. Bed and breakfast facilities may have nonresident employees for such activities as booking rooms
and food preparation. Hired services for normal maintenance, repair, and care of the residence
such as yard maintenance are also permitted.
D. The following functions are permitted: luncheons, banquets, parties, weddings, meetings,
charitable fundraising, commercial or advertising activities, or other gatherings for direct or
indirect compensation.
E. The site design standards that are set forth in the table below are required for bed and breakfast
facilities (not in a subdivision).
Table 3.2.6 Standards for Bed and Breakfast Facilities

DEVELOPMENT FEATURE STANDARD

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Maximum number of bedrooms Six (6)

Maximum floor area which the bed
and breakfast use may occupy within
50 percent
the primary structure, in relation to
the homeowner’s area

Exterior lighting shall be downcast of moderate brightness
Outdoor lighting
and shall not cause glare on any abutting property

Designed and located away from residential areas, and
Drop-off and pick-up areas
separated from parking areas by a landscaped strip

3.2.7 Boarding and Rooming Houses.

A. Boarding and rooming houses are permitted in the following zoning districts: RR with an
approved conditional use permit, OI, C1, C2, and C3 and subject to the standards of the district
and the supplemental standards that are set forth in this section.
B. The site design standards presented in this section are required for boarding and rooming
house facilities.
Table 3.2.7 Standards for Boarding and Rooming Houses

DEVELOPMENT FEATURE STANDARD

Minimum site area 1 acre (not in a subdivision)

Minimum setbacks Same as the property’s zoning district

Place of operation Freestanding structure, or within a religious facility

Number of adults More than three (3)

One (1) standard off-street parking space per one (1) bedroom
Parking
shall be provided (See Chapter 4 for Parking Standards)

3.2.8 Cemeteries.

A. Cemeteries are permitted in all zoning districts, subject to the site design standards of the
district and the specific supplemental standards in this section.
B. A cemetery may include one (1) or more of the following: a burial park for earth interments, a
mausoleum for vault or crypt interments, and a columbarium.
C. A cemetery may include a chapel or place of worship when it is operated in conjunction with,
and within the boundaries of, such cemetery.
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D. Site design requirements are listed in Table 3.8 below.
Table 3.8 Standards for Cemeteries
DEVELOPMENT FEATURE STANDARD
Minimum land area:
• Registered cemeteries (per state law) 10 acres
• With a structure requiring a building permit 2 acres
• Without a structure requiring a building permit 1 acre
Minimum setbacks for structures, storage, materials,
equipment, or interment lots:
• Front yard 40 feet
• Side yard 20 feet
• Rear yard 20 feet
• Adjacent to a residentially-zoned property 50 feet
• Minimum road frontage 100 feet
Minimum buffer requirements:1
• Front property line None
• Side and rear property lines Pending
• Adjacent to state bodies of water 75 feet2
Access for existing cemeteries Must be provided and maintained
Access for new cemeteries Easements are required

The buffer shall be designed to achieve a minimum height of six (6) feet within three (3) years after
installation.
The required buffer shall be along the banks of all state bodies of water as measured horizontally
from the point where vegetation has been wrested by normal stream flow or wave action.
E. Location Requirements.
1. A cemetery shall not be located in a wetland, 100-year floodplain, floodway, or flood hazard
area.
2. All new cemeteries shall be located a minimum of one hundred fifty (150) feet from a
drinking water well.
3. The cemetery shall be located below the elevation of known drinking water wells.
F. Off-street Vehicle Queuing. Adequate off-street vehicle queuing space shall be provided for
funeral processions so that no vehicle stands in a dedicated right-of-way.
G. Access. Access to new cemeteries shall be provided from a City- or County-maintained roadway
or state highway. The entrance and exits to the cemetery shall be from the frontage street,
only.

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H. Mausoleums and Columbaria. Mausoleums and columbaria may be located within the
boundaries of approved cemeteries, only. Mausoleums and columbaria shall have brick or
stone facades.
I. Review and Approval Procedures.
1. A cemetery shall meet the requirements of this section. Application requirements for
application, review, and approval. Upon approval, a final plat of the cemetery shall be
recorded.
2. A drainage plan must be submitted and approved by the Director before cemetery approval
may be granted.
3. The owner of a cemetery shall notify the Henry County Health Department of the intent to
build a cemetery and shall submit a letter from the County Health Department identifying
the location of the cemetery in relation to any known drinking water wells as part of the
application process.

3.2.9 Centers for Manufacturing, Production, Processing or Assembly.

A. Purpose. Certain manufacturing, production, processing or assembly uses are permitted in the
LI and HI zoning districts, subject to the site design requirements of the zoning district.
However, within this broad group of uses certain uses are permitted within LI or HI only where
supplemental site design standards are met. This section sets forth those specific site design
standards that are required in addition to the site design standards of the zoning district in
which the use is proposed.
B. Supplemental Standards. Supplemental standards for asphalt and concrete batch plants,
central mixing plants for cement, mortar and plaster and food processing plants are provided
in Table 3.2.9.

Table 3.2.9 Standards for Asphalt and Concrete Batch Plants, Central Mixing Plants and Food
Processing
Development Feature Standard
Minimum land area 2 acres
Minimum building or structure setback 100 feet
from residentially zoned properties
Buffers 2.0 times the buffer requirements stated in Sec. 5.02.00.
Vibration or electromagnetic Shall not be detected on adjacent properties
interference
Loading docks Screened from view of adjacent properties and the public
right-of-way

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Outside storage Screened from view from adjacent properties and the
public right-of-way. Setback a minimum of 200 feet from
any residentially zoned property
Refuse and solid waste containers Enclosed, except for an access gate, and screened from
view from adjacent properties and the public right-of-way

3.2.10 Commercial Greenhouses and Plant Nurseries.

A. Greenhouses and plant nurseries are permitted in the C2, C3, LI, and HI zoning districts subject
to the site design standards of the district and the supplemental standards set forth in this
section.
B. Greenhouses and plant nurseries in the RR zoning district require a conditional use permit and
shall only sell plants grown on-site.
C. Site design standard for greenhouses and plant nurseries are provided in Table 3.2.10.
Table 3.2.10 Standards for Greenhouses and Plant Nurseries
Development Feature Standard
Minimum land area 1.25 acres
Outdoor storage and loading areas Setback from residential properties a minimum of
75 feet.
Fully screened, by opaque fence or solid wall,
from any view from adjacent properties and the
public right-of-way
Storage of loose materials, such as topsoil, Fully enclosed by a solid fence or solid wall.
compost, mulch, gravel, and similar materials Stockpiles of loose materials shall be limited in
height to the height of the fence or wall.
Buffer 1.5 times the buffer otherwise required

3.2.11 Electrical Substations.

A. Electrical substations are permitted in any zoning district, subject to the dimensional standards
for the district and the supplemental standards set forth in this section.
B. An electrical substation shall be fully enclosed, on all sides with a solid fence except for a gate,
or with a landscaped buffer that meets the standards of Table 3.2.11.
Table 3.2.11 Standards for Electrical Substations

Development Feature Standard
Buffer Requirement Standard
Width 25 feet
Number of trees 1 tree for each 25 linear feet of buffer

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Number of shrubs 1 large screening shrub for each 8 linear feet, plus continuous hedge
consisting of double staggered rows of shrubs
Plant materials Selected from list in Landscape plant materials standards [pending]

3.12 Electric Vehicle Charging Stations

A. Definitions:
a. Electric Vehicle Charging Station: The public or private parking space(s) served by EVSE,
including all signs, information, pavement surfaces, surface markings, fee collection
systems, and protective equipment, in which a vehicle is recharged.
b. Charging: Occurs when the connector from the EVSE (or standard outlet) is inserted into
the EV inlet, and electrical power is being transferred for the purpose of recharging the
battery on board the EV.
c. Charging Levels: Standardized indicators of electrical force, or voltage, at which an EV’s
battery is recharged. EVSE is classified into categories by the rate at which batteries are
charged: AC Level 1; AC Level 2; and DC Fast Charging.
d. Electric Vehicle Charging Port: The EVSE component which connects to vehicle charging
inlets. One EVSE unit may contain multiple charging ports, which are also referred to as
“plug connectors” or “heads”. Level 1 ports include connectors supplied by level 1 EVSE
as well as any standard 120V outlets able to supply 15 or more amps of current to be
used with the level 1 EVSE supplied by vehicle manufacturers.
e. Electric Vehicle (EV): A class of automobiles that use electric motors powered by energy
drawn for the grid or off-grid electric sources into a battery system for propulsion.
B. All EVSE Charging Stations are permitted as accessory uses and structures in all zoning districts.
A permit required to install EV charging stations.
C. The property owner is not restricted from collecting a service fee for the use of an electric
vehicle charging station made available to residents, employees and visitors to the property.
Collection of charging station fees shall not affect the zoning land use classification of properties
where EV charging stations are installed as accessory uses.

3.2.12 Emergency Response and Public Safety Facilities.

A. Emergency response facilities, such as fire stations, ambulance services and police stations are
permitted in any zoning district, subject to the dimensional standards for the district and the
supplemental standards set forth in this section.
B. Site design standards for emergency response facilities are provided in Table 3.2.12.
Table 3.2.12 Standards for Emergency Response Facilities

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DEVELOPMENT FEATURE STANDARD

Minimum setback from residential zoning districts 100 feet

Access requirements Paved road

Buffers 1.5 times the buffer otherwise required.

3.2.13 Fences and Walls (Excluding Retaining Walls).

A. Applicability. This section shall apply to all properties within the City of Stockbridge.
B. General Standards.
1. Residential properties shall also comply with the specifications of the approved plat for the
subdivision and the Parkway Mixed Use Overlay District regulations. If there is a conflict, the
stricter regulations shall apply.
2. For commercial and industrial properties, they must comply with the district requirements
and the specifications of the approved plans.
3. No privately-owned fence shall be installed within any public street right-of-way or within
any City-owned area.
4. No fence shall block access to utility easements between lots, as is stated on some approved
plats or plans.
5. No fence shall be installed so that, in the opinion of the Community Development Director,
it obstructs the sight vision at any street intersection, or if it in any way creates a hazard to
traffic.
6. No fence shall be installed so that, in the opinion of the fire chief, it prevents or unduly
restricts access to property for emergency purposes.
7. If a fence is designed so that its structural supports are primarily on one side, that side must
always be toward the interior of the property.
8. If a fence is required by any governmental authority to provide for the safety and security of
the residents of the City, that fence shall not be removed or otherwise left in an unsafe
condition for any reason without the approval of the City Manager, and without proper
precautions being taken to provide for continuous protection.
9. If the City needs access to a property on which a fence has been installed within an easement
area by the property owner, after providing reasonable notice to the property owner, the
City may remove the fence at the property owner’s expense.

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10. It shall be the responsibility of the owner of the property on which a fence is located to
maintain that fence in good and proper repair so that at all times it presents a neat and
orderly appearance to surrounding property owners and to the general public.
11. Any fence that is damaged by accident or an act of God shall be properly repaired within
ninety (90) days of occurrence. Fencing required for public safety purposes shall be repaired
immediately.
12. Enforcement and penalties for this subsection are covered in Subsections ‘E’ and ‘F’.
C. Construction Standards.
1. All fences shall be constructed of pressurized wood (including cedar, cypress, or pine),
brick, wrought iron, or chain-link.
a. In the event the fence is constructed of chain-link, all exposed metal parts must be
vinyl-coated or painted a standard dark brown, dark green or black color to blend
into the natural surroundings.
b. Chain-link fences in residential must not be visible from the right-of-way.
2. Fences must be constructed at least one (1) foot from all side and rear setbacks and at least
two (2) feet from any right-of-way.
3. No fence or portion of a fence shall exceed six (6) feet in height in a residential district;
however, if a property owner wishes to install a tennis court, pool, or some other similar
special-purpose facility, a fence not to exceed twelve (12) feet in height may be erected.
4. No fence that is installed in a residential front yard shall be constructed to a height in excess
of four (4) feet, or in a fashion that restricts the view through such fence by more than fifty
(50) percent of the total barrier, as may be viewed from the street.
5. No fence or portion of a fence shall exceed eight (8) feet in height in any commercial or
industrial district.
6. Barbed wire, razor wire, concertina wire, and the like shall be prohibited.
D. Temporary Fence. The Community Development Director may permit the installation of a
temporary fence of material which is not otherwise allowed under this section at a construction
site, if it is felt that the fence would be necessary to protect the public safety or would be
necessary to provide proper security for the site. A temporary fence shall remain in place for
no more than one (1) year and must comply with the following conditions:
1. Temporary fences shall not exceed six (6) feet in height if they are located within any
setback area.
2. No signs shall be attached to any temporary fence.
E. Enforcement.

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1. The City is responsible for the enforcement of this section.
2. If a suspected violation is reported, it will be investigated by the code enforcement officer.
3. If it is determined that a violation has occurred, the City shall notify the property owner
of the violation as well as the steps that should be taken to correct the violation.
4. If the property owner does not agree to take immediate action to correct the violation,
the City shall take any action as provided by law, including the issuance of a citation, to
promptly and properly correct the violation.
5. A property owner may request a variance, as is provided in Chapter 9.
6. If a fence legally exists at the time of the enactment of the ordinance that was codified in
this chapter, it shall continue to be allowed to exist as a nonconforming use but must still
be properly maintained.
7. If a nonconforming fence is substantially damaged or is allowed to fall into a state of
disrepair, it shall be required to either be removed or brought into conformance with this
section.
8. No nonconforming fence shall be physically extended in any way, except as permitted by
this chapter.
F. Penalties.
1. A violation of this article shall constitute a misdemeanor which is punishable by a fine of
up to one thousand dollars ($1,000.00) and/or a sentence of up to thirty (30) days
incarceration per day per occurrence. Nothing in this chapter shall prevent the City from
taking such other lawful action as is necessary to prevent or remedy any violations.
Replacement of the fence may also be required, depending upon the circumstances.
2. Upon notice from the Director, work on any development that is being done contrary to
the provisions of this section shall immediately cease. The stop-work notice shall be in
writing and shall go to the owner of the property, or to his or her agent, or to the person
doing the work, and shall state the conditions under which work may be resumed. When
an emergency exists, the Director shall not be required to give written notice prior to
stopping the work. Further, in the event that work on any development is being done
contrary to the provisions of this section, the Community Development Director may
revoke any permit pertaining to the development activity for which the permit has been
issued and may refuse to issue any further permit until, at the discretion of the
Community Development Director, the work on the development is brought into
compliance with the provisions of this section.
G. Permit required. A fence permit shall be required for all work performed in association
with the construction, alteration, or relocation of a fence or wall, except where
otherwise specified herein. Fences and walls for which a fence permit is not required:

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1. Repairs. Repairs to an existing fence or wall with no structural changes.
2. Replacement. Replacement of an existing fence with a new fence that is the
same type and height and in the same location as the existing fence; provided
the replacement fence is otherwise in full compliance with this ordinance.
3. Gates. The installation of gates of up to eight (8) feet in width in an existing
fence or wall with no structural changes.
H. Permit application. Applications for fence permits shall be made upon forms provided
by the Planning & Community Development Department. The following information
shall be provided with the application:
1. A plot plan or lot survey shall be provided that includes the location of all
existing and proposed fences, walls, structures, easements, and setback
dimensions.
2. A detail of the proposed fence or wall with all appropriate dimensions shall also
be provided.
3. Written consent of all adjacent property owners, or a certified survey verifying
the location of lot boundaries, if a fence or wall is proposed to be erected or
installed on a property line.
4. Other information that the Director may require to show full compliance with
this ordinance.
I. Legal nonconforming fences and walls. All existing legal nonconforming fences or walls
shall be permitted to continue as such until removed, extended, or altered, at which
time such fences or walls shall be made to conform to the provisions of this Section.

3.2.14 Fueling Service Stations.

A. Fueling service stations are permitted in any nonresidential zoning district, plus the PUD
district, subject to the site design standards for the district, and the specific site design
standards in this section.
B. Gasoline service stations may include the following activities: sale of fuel, oil, lubricants, and
similar products; minor repair; sale of small automotive accessories; sale of food and sundries;
convenience store; restaurant drive-up windows; inspection stations for emissions; or car
washes. Gasoline service stations shall not include game rooms, game arcades, major repair
shops, body shops, paint shops, or paint booths.
C. Design standards for gasoline service stations are shown in Table 3.2.14
Table 3.2.14 Standards for Gasoline Service Stations
DEVELOPMENT FEATURE STANDARD

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Minimum setbacks:
Principal building and/or gas pumps and canopy, 40 feet
where side and rear lot lines are abutting
residentially-zoned property
Principal building, side and rear lot lines, all other 25 feet
zoning districts
Access requirements for corner lots Access drives shall be a minimum of 20 feet from
the intersection of street right-of-way lines
Buffer, adjacent to residentially-zoned property Includes a solid wall or solid fence not less than 6
feet in height in addition to the standards set
forth in this title.

3.2.15 Funeral Homes, Mortuaries, and Crematoriums.

A. Funeral homes and mortuaries, with or without crematoriums, are permitted as follows:
1. With a conditional use permit only in the OI, C-2, C-3, zoning districts;
2. Subject to the site design standards of the property’s zoning district;
3. Subject to the supplemental standards which are set forth in this section; and
4. Subject to the assembly use restrictions for certain businesses.
B. Adequate off-street vehicle queuing space shall be provided for funeral processions so that no
vehicle stands in a dedicated right-of-way. A minimum off-street vehicle stacking distance of
one hundred (100) feet shall be provided.

3.2.16 Golf Courses and Driving Ranges.

A. Golf courses and driving ranges are permitted in RR, SR, and MFR zoning districts, subject to
the standards of the district and the supplemental standards in this section.
B. A golf course may be public or private and may include the following buildings and accessory
uses:
1. A clubhouse with or without a pro shop, retail sales of golf supplies and accessories, and
a restaurant or snack shop.
2. An equipment building for maintenance, minor repairs, and storage. Storage may include
fertilizers, herbicides, pesticides, or golf carts.
3. Driving range and/or putting greens.
4. Restroom facilities.
C. The types of golf courses may be par three (3), executive, private, semi-private or regulation.
D. Site design standards for golf courses are provided in Table 3.2.16

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Table 3.2.16 Standards for Golf Courses
DEVELOPMENT FEATURE STANDARD
Property size minimum 3 acres
Minimum setback from
residentially-zoned property
for:
• Bathrooms 10 feet
• All other buildings 100 feet
• Safety netting for driving Required on the perimeter of the playing area abutting public
ranges streets and residentially zoned property. Minimum of 40 feet in
height
• Outdoor lighting for driving Directed and shielded to avoid illumination of properties used or
range, tees, greens, and zoned for residential purposes. Exterior lighting shall be downcast
fairways of moderate brightness and shall not cause glare on any abutting
property.
Outdoor lighting shall be turned off not later than 10:00 p.m.
• Loudspeakers or paging Prohibited
systems
• Outside storage and loading Fully-screened from view from adjacent properties and from the
areas public right-of-way
• Golf cart crossings Shall be plainly marked and located for safety of both the cart
users and persons using sidewalks or streets that are crossed.

3.2.17 Nursing Homes, Assisted Living, and Hospice Care Facilities.

A. Persons seeking to operate such a facility must file a permit application with the City along with
any fees established by the City Council.
B. Each permit application shall include an affidavit that the applicant either has applied for or will
immediately apply for the corresponding permit or authorization for the operation of the facility
from the State of Georgia Department of Community Health in accordance with its rules and
regulations and the affidavit shall also certify that the proposed facility will meet and be
operated in conformance with all applicable state and federal laws and regulations and with all
codes and regulations of the City.
C. All application forms and information submitted to the State of Georgia Department of
Community Health shall be submitted with the City permit application.
D. The Director of Community Development may require clarification or additional information
from the applicant that is deemed necessary to determine whether operation will meet
applicable laws, regulations and development standards.
E. If the Director of Community Development determines that an application to operate the facility
is in compliance with the applicable requirements, the Director of Community Development
shall approve the application for a permit, but the permit for operation shall not be issued until
the applicant has obtained the corresponding permit or authorization for operation of the
facility from the State of Georgia Department of Community Health.
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F. No permit for the operation of the facility shall be transferable.
G. No facility shall be operated without both a valid permit from the City and a valid license from
the State of Georgia Department of Community Health.
H. No such facility shall be located within 1,000 feet of any other such facility, said distance to be
measured in a straight line from the closest property lines upon which each facility is located.
I. All such facilities must provide at least 80 square feet of personal living space per resident or
that amount required by the State of Georgia for the licensing of such facilities, whichever is
greater.
J. No signs shall be permitted other than those permitted by the regulations of the zoning district
within which such facility is located.
K. Parking Requirement; 1 for each 3 dwelling units.

3.2.18 Home Occupations.

A. A home occupation as defined by this chapter is permitted subject to the following
requirements:
1. Only the residents of the dwelling may be engaged in the home occupation.
2. The home occupation shall be clearly incidental to the residential use of the dwelling and shall
not change the residential character of the building.
3. No display of products shall be visible from the street except agricultural products that are
grown on the premises in an RR (Rural Residential) zoning district. Only products that are
produced on the premises may be sold on the premises.
4. No signs shall be allowed for identifying the premises as a home occupation, except in the RR
district. Such signs may only advertise the items that are produced on the property.
5. Use of a dwelling for a home occupation shall not exceed twenty-five (25) percent of one (1)
floor.
6. No interior or exterior alterations that are inconsistent with the residential use of the building
shall be permitted.
7. The home occupation shall not constitute a nuisance, as is defined in Title 11.
8. No outside storage of materials to be used in connection with a home occupation is
permitted, except in an RR district. To the extent that large or hazardous materials are used
by a home occupation, the applicant shall be required to store such materials at a site other
than the home occupation, consistent with applicable zoning and land use laws.
9. No accessory buildings shall be used in connection with the home occupation, except in an
RR district, unless it is approved as a conditional use and then in a residential district only. The
use of an accessory building shall comply with the following conditions:

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a. The accessory building shall maintain a residential appearance.
b. No business activities involving in-person contacts with customers shall be
conducted between the hours of 7:30 p.m. and 7:30 a.m.
c. No automotive painting, body work, salvage, major automotive, or heavy equipment
repairs are to be conducted.
d. No machinery or equipment shall be used which generates noise that is detectable
outside the accessory structure.
11. Applicants shall not be allowed to have customers visit the home occupation, except as
follows:
a. The conduct of a home occupation involving rendering of services, such as those
listed below, will be allowed subject to the following limitation(s):
i. Instruction in music and similar subjects shall be limited to two (2) students at a
time, subject to the restrictions for certain types of businesses.
ii. Beauty shops, barber shops, manicurists and similar occupations shall be limited
to (2) customers at a time.
b. Any service provider conducting a home occupation under this section shall not be
allowed to market and sell goods or products on the premises of the home
occupation.
c. Nothing in this section shall preclude the owner of a home occupation from meeting
customers at a site other than the home occupation, consistent with applicable
zoning and land use laws.
12. Only passenger vehicles, pickup trucks, vans, and trailers that are pulled by such vehicles
may be used in connection with the management of a home occupation. Trailers shall be
stored in a garage or accessory structure when they are not in use, and no vehicle or trailer
shall feature commercial advertising or marks identifying a commercial use of said vehicle.
12. Beauty shops, barber shops, manicurists, and similar services that are conducted as home
occupations are subject to the requirements for restricted businesses. They shall be
limited to two (2) chairs (stations) and one (1) shampoo chair (station).
13. No more than two (2) non-transient guests may be boarded at any one time as a home
occupation.
14. The following and similar uses shall be considered to be home occupations, provided that
they follow the minimum standards described in this section: attorney, addressing
service, art instruction, beauty and barber shop, dentist, doctor, drafting and surveying,
dressmaking, insurance agent, manufacturers' representative, music teacher, notary
public, photographer, real estate agent, tax services, and consultant.

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15. All home occupations shall obtain an occupational tax certificate, or business license, from
the City. The City Clerk is hereby authorized to accept applications and either grant the
same if an applicant demonstrates compliance with the requirements of this section or
refer the matter to the Mayor and City Council for action.
16. Agricultural activities that are associated with the raising of crops and farm animals on
properties which are over three (3) acres in size shall not be subject to the requirements
for home occupations.
17. The City reserves the right to establish sanitation rates for home occupations that are
higher than those for residential customers generally. All home occupations shall pay for
sanitation services at the higher rate, and in a timely manner, or face the revocation of a
previously-issued occupational tax certificate, denial of the rights to engage in a home
occupation in the future, or any other civil penalties that are authorized by law.
B. Family Day Care Centers Prohibited. Family day care centers, as are defined in this Unified
Development Code, shall hereafter be strictly prohibited within the City of Stockbridge.

3.2.19 Hospitals.

A. Hospitals are permitted in the OI, C2, and C3 zoning districts, subject to the site design
standards of the district.
B. Site design standards for hospitals are provided in Table
Table 3.2.19 Standards for Hospitals
DEVELOPMENT FEATURE STANDARD
Minimum land area 5 acres
Minimum side and rear yard setback 100 feet
Emergency vehicle access Shall not face residentially zoned properties

3.2.20 Industrialized and Modular Buildings.

A. Modular and industrialized buildings within nonresidential zoning districts. These uses are permitted
in the C-1, C-2, C-3, LI, and HI districts, subject to the standards of the district and the supplemental
standards that are set forth in this section, and they must receive architectural design approval from
the Community Development Director.
B. Industrialized and modular buildings shall not be utilized for residing in or any other residential
purpose.
C. The site design standards that are set forth in Table 3.2.20 are required for industrialized and
modular buildings in all nonresidential zoning districts.
Table 3.2.20 Standards for Industrialized and Modular Buildings

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DEVELOPMENT FEATURE STANDARD
Building materials - decorative facing Brick, stone, stucco, masonry, wood, or any combination
(where facing on a public street) thereof, including glass; aesthetically-pleasing façade shall
be maintained on portions of the building which face on all
public streets
Window treatments Consistent with decorative facade design, considering
materials and color
Screened from public right-of-way Mechanical equipment, electric meter and service
components, and similar utility devices (ground level,
wall/roof-mounted)
Screening Techniques:
Landscaping sufficient to block the view from public rights-
• Ground level of-way

• Brick, wood, or masonry, etc. Building materials to be the same as the predominant
exterior of the principal building on the site
• Required entrance to building
Where street-level retail uses have sidewalk frontage in
addition to any other access that may be provided to the
building

Entrance/exit driveways Shall be paved with asphalt, concrete, or pavers

3.2.21 Keeping or Raising of Livestock.

The keeping or raising of all farm animals or fowl and use of private stables shall be limited to property
located within the RR zoning district with a conditional use permit and must have a minimum lot area of
three (3) acres. The keeping or raising of animals or fowl shall be subject to all regulations of the Henry
County Health Department and the Henry County Animal Control Ordinance.

3.2.22 Livestock Processing and Feedlots.

Livestock processing and feedlots shall meet applicable state and federal standards for confinement
feeding operations. A buffer one hundred (100) feet in width is required on all side and rear property lines.

3.2.23 Lodges and Event Facilities.

A. Lodges and event facilities are permitted in the OI, C3, DT, and PUD zoning districts, subject to
the site design standards for that district, as well as the restrictions pertaining to assembly uses.
Lodges and event facilities are permitted with an approved conditional use within the LI and HI
zoning districts, subject to the standards of the zoning district. An approved conditional use is
also required within the RR zoning district, subject to the supplemental standards set forth in
this section.

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B. Functions including luncheons, banquets, parties, weddings, meetings, charitable fundraising,
commercial or advertising activities, or other gatherings for direct or indirect compensation are
permitted.
C. The site design standards that are set forth below. Such facilities must also comply with the
requirements of the overlay district, if any; and the requirements for assembly uses.
Table 3.2.23 Standards for Lodges and Event Facilities
DEVELOPMENT FEATURE STANDARD
Minimum site area 2 acres
Minimum lot width 200 feet
Outdoor lighting Exterior lighting shall be downcast of moderate
brightness and shall not cause glare on any
abutting property
Drop-off and pick-up areas Designed and located away from residential areas
Separated from parking areas

3.2.24 Mass Assembly Centers and Grounds (Fairgrounds, Outdoor Amusements,
Amphitheaters, Convention Centers, Civic Centers, Rodeos, Armories, Places of Worship, and
Athletic Fields).

A. As used in this Zoning Ordinance of the City of Stockbridge, Georgia, a place of assembly is a structure,
portion of a structure, or area (either indoor or outdoor), designed primarily for people to gather to
observe or participate in a single event or series of events. Places of assembly primarily consist of:
1. Places of religious worship;
2. Conference centers;
3. Funeral homes;
4. Auditoriums;
5. Stadiums and coliseums;
6. Movie theaters;
7. Concert halls;
8. Dance halls;
9. Movie, television and radio studios admitting an audience;
10. Private commercial/vocational schools (including martial arts or dance studios, and
technical or vocational training); and
11. Clubs and/or lodges.

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B. The following uses are not considered places of assembly for purposes of the Zoning Ordinance of the
City of Stockbridge, Georgia:
1. Public libraries;
2. Hospitals, clinics and/or medical offices;
3. Nursing homes;
4. Flea markets;
5. Transit stations;
6. Restaurants;
7. Recreational facilities without spectator seating.
C. Subject to all conditions of the underlying zoning district and the conditions below, the following
specific type(s) of place of assembly are permitted by right in the commercial and industrial zoning
districts of the City:
1. Places of religious worship;
2. Movie theaters;
3. Concert halls;
4. Private commercial/vocational schools (including martial arts or dance studios, and technical
or vocational training); and
5. Clubs and/or lodges.
D. Subject to subsection B above and all conditions of any underlying zoning district places of assembly
shall be conditional uses in all other zoning districts.
E. In the event that any place of assembly is designed to serve more than fifty (50) persons at any given
time (whether or not the place of assembly is actually occupied by more than fifty (50) persons), the
parcel shall:
1. Be located on a lot fronting a major thoroughfare; and
2. Be located on a tract of land not less than two (2) acres in area and having a street frontage of
not less than two hundred (200) feet. In the case of parcels of land containing multiple tenants,
the total land area shall be prorated among the tenant spaces based on square footage of each
tenant space. In such cases, the prorated area for the place of assembly shall be not less than
two (2) acres in area.
F. Nothing in this section shall be deemed to amend or otherwise alter any life safety code or any other
provision of this code unless expressly provided for herein.
G. Fairgrounds, outdoor amusements, amphitheaters, civic centers, convention centers, rodeos, and
armories may be approved as a conditional use in RR, C-2, C-3, LI, and HI districts. Such facilities shall
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also meet the requirements of the applicable zoning district; of any applicable overlay district; of the
assembly use regulations; and the additional site design standards that are set forth in this section.
H. Fairgrounds, outdoor amusements, and amphitheaters at which activities occur primarily outdoors
shall also meet the site design standards of the table below.
Table 3.2.24 (A) Standards for Fairgrounds, Outdoor Amusements, and Amphitheaters
DEVELOPMENT FEATURE STANDARD
Minimum setbacks for buildings:
• Abutting residential zoning districts 200 feet
• Abutting nonresidential zoning districts 100 feet
Minimum setback for outdoor stage or
performance area:
• Abutting residential zoning districts 600 feet
• Abutting nonresidential zoning districts 200 feet
Minimum setback for parking lots and access 200 feet
drives, when abutting residential zoning districts
Parking lot design Aisles may be paved; spaces may be paved, grass,
dirt, or gravel
Minimum buffer 2.0 times the buffer specified in this title, plus a
wall with noise abatement features
Lighting Exterior lighting shall be downcast of moderate
brightness and shall not cause glare on any
abutting property
Loudspeakers or paging systems Designed, installed, and used such that they are
in accordance with the City Noise Ordinance
Outside storage and loading areas Screened from view from adjacent properties and
from the public right-of-way
Setback a minimum of 200 feet from any
residentially-zoned property
Refuse and solid waste containers Screened from view from adjacent properties and
from the public right-of-way
Setback a minimum of 100 feet from all property
lines
Sanitation facilities, temporary or permanent Screened from view from adjacent properties and
from the public right-of-way
Setback a minimum of 200 feet from all property
lines
Vibration or electromagnetic interference Shall not be detectable on adjacent properties

C. Outdoor amusements include such activities as miniature golf, carnivals or midway rides, pony
rides, climbing walls, tracks for go-carts and similar vehicles, and other tourist-oriented rides
and amusements. Temporary activities or special events that include outdoor amusements are
also regulated in subsection 12.07.031.
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1. Outdoor amusements may be freestanding, or two (2) or more amusements may be
combined on a unified development site.
2. Outdoor amusements may include accessory uses, such as snack shops or food stands,
gift shops, ice cream stands, or similar uses, provided that such uses are not open to the
public without entrance to the outdoor amusement.
3. Site design standards for outdoor amusements are shown in the table below.
Table 3.2.24 (B) Standards for Outdoor Amusements
DEVELOPMENT FEATURE STANDARD
Minimum land area 2 acres
Minimum setback for buildings:
• Abutting residential zoning districts 200 feet
• Abutting nonresidential zoning districts 100 feet
Minimum setback for parking lots and access 100 feet
drives, when abutting residential zoning districts
Minimum buffer 1.5 times the buffer which is specified in Sec.
5.02.00, plus a fence or wall
Lighting Exterior lighting shall be downcast of moderate
brightness and shall not cause glare on any
abutting property
Loudspeakers or paging systems Designed, installed, and used such that they are
in accordance with the City Noise Ordinance
Outside storage and loading areas Screened from view from adjacent properties and
from the public right-of-way
Setback a minimum of 200 feet from any
residentially-zoned property
Refuse and solid waste containers Screened from view from adjacent properties and
from the public right-of-way
Setback a minimum of 100 feet from all property
lines
Sanitation facilities, temporary or permanent Screened from view from adjacent properties and
from the public right-of-way
Setback a minimum of 100 feet from all property
lines

C. Convention centers, civic centers, centers for performing arts and armories (where activities occur
primarily indoors) shall meet the site design standards in the table below.
Table 3.2.24 (C) Standards for Convention, Civic, And Performing Arts Centers and Armories
DEVELOPMENT FEATURE STANDARD
Minimum land area 5 acres
Minimum setback for buildings:
100 feet
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• Abutting residential zoning districts 50 feet
• Abutting nonresidential zoning districts
Minimum setback for parking lots and access 100 feet
drives, when abutting residential zoning districts
Access management traffic flow Designed to avoid residential and local streets
Minimum buffer 1.5 times the buffer specified in this title.
Lighting Exterior lighting shall be downcast of moderate
brightness and shall not cause glare on any
abutting property
Loudspeakers or paging systems Designed, installed, and used such that they are
in accordance with the City Noise Ordinance
Outside storage and loading areas Fully screened from view from adjacent
properties and the public right-of-way
Setback a minimum of 100 feet from
residentially-zoned property
Vibration or electromagnetic interference Shall not be detectable on adjacent properties

E. Places of worship and similar religious facilities. Religious facilities, together with specified
accessory uses and structures, are permitted in the OI, C-1, C-2, and C-3 zoning districts subject
to the standards of the zoning district. An approved conditional use is required for religious
facilities within the LI and HI zoning districts, subject to the standards of the zoning district and
Section 4.3 “Architectural Guidelines”. Ancillary and accessory uses for places of worship and
religious facilities are permitted within the LI and HI zoning districts, subject to supplemental
standards. Religious facilities, together with specified accessory uses and structures, may be
permitted as a conditional use in the RR, SR, MFR, and MHR zoning districts, subject to the
standards of the district and the supplemental standards that are set forth in this section. Site
design standards for places of worship and similar religious facilities are provided in the table
below.
Table 3.2.24 (D) Site Design Standards for Places of Worship And Similar Religious Facilities
DEVELOPMENT FEATURE STANDARD
Minimum site area, including 2 acres
structures and associated parking
Road frontage 200 feet
Buffers (sides and rear) 20 feet
Building materials Brick, stone, stucco, glass, cement fiberboard or masonry
materials compatible in the surrounding area
Building setbacks 50 feet from all property lines

1. Uses and activities other than worship shall be considered accessory uses and shall be
clearly ancillary to the primary use. Such uses and activities shall be limited to the
following:
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a. Religious instruction or similar instruction or study which is typically associated with
the religion;
b. Offices to support the establishment;
c. Child or adult day care center (not on residentially-zoned property);
d. Private academic school;
e. Fellowship hall, with or without a kitchen (which may also be known as a community
center, activity hall, or life center);
f. Recreation facilities, including athletic fields;
g. Individual meeting spaces; and
h. Parsonage.
2. All accessory uses are subject to the following requirements:
a. (Reserved).
b. The facility housing the accessory use shall meet all local, state, or federal standards.
c. The operator of the accessory use shall obtain any licenses that are required to
conduct the accessory use. Any approval of the accessory use shall be contingent
upon the receipt of all licenses.
d. Loudspeaker or paging systems shall be located to ensure that they cannot be heard
at the property line of adjacent properties.
e. All outdoor activities shall occur no earlier than 7:00 a.m. and no later than 10:00
p.m.
f. Exterior lighting shall be downcast of moderate brightness and shall not cause glare
on any abutting property.
g. Outdoor play or activity areas shall be no closer than fifty (50) feet from any
residential property line.
3. Child day care centers, adult day care centers, preschools, or child nursery uses are
allowable accessory uses, subject to the following standards:
a. The total floor area that is allocated to the child day care center, adult day care
center, preschool, or nursery uses shall not exceed fifty (50) percent of the total
floor area on the site. The calculation of total floor area that is allocated to the uses
shall be cumulative and shall include all child day care, adult day care, preschool,
and nursery facilities, as well as related mechanical and support facilities.
b. An off-street drop-off area for persons who are served by the facility shall be
provided. The entrance and vehicle drop-off points shall not be located on a street

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providing primary access to residences, unless such street is classified as a collector
or arterial.
4. Private academic schools are allowable accessory uses subject to the following standards:
a. The total floor area that is allocated to the school shall not exceed fifty (50) percent
of the total floor area on the site. The calculation of the total floor area that is
allocated to the school shall include all classrooms, school library, school offices,
teacher work areas, and the like, including related mechanical and support facilities.
b. Notwithstanding subsection 12.04.0314.E.5, the total floor area that is allocated to
the school may exceed twenty (20) percent of the total floor area on the site,
provided that the area that is allocated to the school meets the requirements of
subsection. 12.044.0322.
c. The entrance and vehicle drop-off points for students shall not be located on a street
providing primary access to residences, unless such street is classified as a collector
or arterial.
5. A fellowship hall is an allowable accessory use, provided that the total floor area which is
allocated to the fellowship hall, including related mechanical and support facilities, shall
not exceed thirty-five (35) percent of the total floor area on the site.
6. One (1) dwelling unit to serve as a parsonage may be established, subject to the following
standards:
a. The lot area within the parcel that is developed for religious uses and facilities to be
devoted to the dwelling unit ("parsonage lot") shall have a minimum area of be eight
thousand (8,000) square feet. The parsonage lot shall be used exclusively for the
dwelling unit, and it shall not include any primary or other accessory use that is
allowable on the site. The parsonage lot shall not be used for any support activity to
the primary or accessory uses, such as outdoor play areas, storage, or parking, other
than as specifically provided for herein.
b. The maximum lot coverage for the parsonage lot shall be thirty-five (35) percent.
c. Two (2) parking spaces shall be provided within the parsonage lot.
d. The maximum building height on the parsonage lot shall be thirty-five (35) feet.
e. The parsonage lot may contain children's outdoor play equipment in a size and
quantity that is typical of residential uses.
f. The parsonage lot may contain a residential swimming pool, which is fully enclosed,
and attached to the dwelling.
7. A specific parking plan shall be provided. This plan shall identify the principal use and each
accessory use that is proposed on the site. The parking plan shall indicate the hours of

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operation and the peak times of use (parking demand) for the primary use, as well as for
and each accessory use on the site. The parking standards for the principal use and each
accessory use shall be identified based upon Unified Development Code requirements
that are set forth in Sec. 8.02.00. The parking plan may propose reduced or shared
parking, as set forth in Subsection 8.02.08. The parking plan shall indicate areas that are
designated for overflow parking during times of extraordinary use (such as festival or
holiday periods).
8. For religious facilities that exceed ten thousand (10,000) square feet in total floor area,
excluding the parsonage, if any, the minimum setback from any property line that is
otherwise required shall increase five (5) feet for each two thousand (2,000) square feet,
or portion thereof, over ten thousand (10,000) square feet.
F. Athletic fields may be located in any zoning district, and they shall meet the site design
standards in Table 3.2.24 E.
Table 3.2.24 (E) Standards for Athletic Fields
DEVELOPMENT FEATURE STANDARD
Minimum site area, including 1 acre
structures and associated parking
Road frontage 100 feet
Buffers (sides and rear) 20 feet
Building materials Brick, stone, stucco, glass, cement fiberboard or masonry
materials compatible with structures in the surrounding
area
Building setbacks 50 feet from all property lines
Lighting Exterior lighting shall be downcast of moderate brightness
and shall not cause glare on any abutting property
Loudspeakers or paging systems Designed, installed, and used such that they are in
accordance with the City Noise Ordinance
Parking lot design Aisles may be paved. Spaces may be paved, grass, dirt, or
gravel

3.2.25 Mines and Quarries.

A. The development of natural resources, including removal of minerals and other natural
materials, together with necessary buildings and machinery, is allowed in the HI zoning district,
subject to applicable law and the supplemental standards of this section.
B. Where an existing quarry is proposed for extension or expansion beyond the property lines of
the quarry area, such extension or expansion shall be considered as a new operation, subject
to the standards that are set forth in this section.

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C. The area where mining or quarrying operations are conducted shall be fully enclosed with a
fence or wall, and they must meet the following requirements:
1. The fence or wall shall be located at least ten (10) feet from the edge of any excavation.
2. The fence or wall shall be designed and installed to ensure safety and security of the site,
and to prevent any entrance to the site by animals and unauthorized persons.
D. Product piles, spoil piles, or any other accumulation of by-products shall not exceed thirty-five
(35) feet in height above the original contour of the site.
E. Roads within the excavation site shall be surfaced with a dust-free material.
F. A mining land use plan, conforming to the requirements of federal and state law, shall be
required prior to the approval of any mining or quarrying activity.

3.2.26 Mobile Home or Manufactured Home Parks.

A. A mobile home or manufactured home subdivision shall comply with the dimensional
standards set forth in the tables below and with the subdivision design standards set forth in
the Subdivision Ordinance. All mobile home or manufactured home developments that are not
subdivisions shall be considered parks.
B. A mobile home or manufactured home park ("park") is permitted in the RMH zoning district,
and shall comply with the standards set forth in this section.
C. A park shall be a unified development site.
D. Certain accessory uses and structures may be contained in a park, provided such uses and
structures are incidental to the principal use of the site for a park. The standards of Table 3.2.26
(A) are required for accessory uses and structures.
Table 3.2.26 (A) Standards for Accessory Uses in Manufactured Home Parks
DEVELOPMENT FEATURE STANDARD
Office and/or maintenance building Permitted
Located interior to the park
Commercial and/or service
Maximum of 3 percent of the land area
establishments
Limited to residents of the park
Home occupations Permitted, subject to the standards in Sec. 7.01.00
Prohibited, except that the owner of an individual mobile
Sales or repair of mobile homes
home may offer that unit for sale
Minimum setbacks for accessory
structures
From a federal or state highway 200 feet
From the exterior boundary of the
40 feet
park

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E. The site design standards for a Manufactured Home Park are set forth in Table 3.2.26 (B).
Table 3.2.26 (B) Site Design Standards for Manufactured Home Parks
DEVELOPMENT FEATURE STANDARD
Minimum site area 25 acres, excluding floodplains and other land not
suitable for development
Site location Arterial street
Minimum site width 200 feet
Minimum recreation or open space area 10 percent of the gross site acreage
Lot identification A marker is required at each corner
Lot location Abutting a paved street
Minimum lot area 14,520 square feet
Minimum lot width (measured at pad location) 60 feet
Minimum setbacks on lots
Front yard 40 feet
Side yard 10 feet
Rear yard 20 feet
From a street within the park 25 feet
From a federal or state highway 200 feet
From the exterior park boundary 40 feet
Minimum heated floor area 720 square feet
Patio requirements Paved or all-weather material
Minimum area 200 square feet
Maximum height 35 feet
Storage of boats, recreational vehicles, or other Required:
vehicles Fully enclosed by a fence
Storage other than vehicles Fully contained within a building
Buffer requirements
Side and rear boundaries of the park 40 feet
Front boundary, abutting public street 200 feet
Buffer vegetation Evergreen to provide complete visual screen

1. Standards for recreation or open space areas within parks.
a. Recreation or open space areas may be one (1) contiguous tract or several tracts.
b. Individual tracts shall be no smaller than one-half (½) acre.
c. Recreation areas shall be located for convenient access to all park residents.
d. Street open space shall not be included in the required recreation or open space area.
e. Up to twenty (20) percent of the required area may be located in the floodplain area.
f. Recreational parks shall be located on land suitable for park development and shall
contain a sufficient amount of play equipment designed for school-age children.

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g. If the park management fails to maintain open spaces, the City of Stockbridge may provide
this service and file a lien against the property owner.
F. Standards applicable to manufactured homes and mobile homes within a park are set forth in
Table 3.2.29 (C)
Table 3.2.29 (C) Standards for Manufactured and Mobile Homes within Parks
DEVELOPMENT FEATURE STANDARD
Manufactured home Documented compliance with the National Manufactured Housing
construction requirements Construction and Safety Act
Documented compliance with the National Mobile Home
Mobile home construction
Construction and Safety Act
requirements
Only homes built after June 15, 1976, shall be allowed
Compliance with Chapter 120-3-7 of the Rules and Regulations of
Manufactured home installation
the Office Commissioner of Insurance — Safety Division, State of
requirements
Georgia or per the manufacturer requirements
Shall not encroach into required open spaces; building permits
Additions
required
Screening of undercarriage Required, using approved construction materials
(skirting) Installed within 60 days of manufactured home set-up

G. Structural requirements for manufactured homes in parks.
1. Each manufactured or mobile home unit shall be installed in compliance with the
manufacturer installation requirements or with Chapter 120-3-7 of the Rules and
Regulations of the Office of Commissioner of Insurance — Safety Fire Division.
2. The manufactured or mobile home unit shall be installed true and plumb.
H. Requirements for utilities in a park.
1. Each park shall be served by central water, sanitary sewer, electricity, gas (if available),
and a central television antenna system or cable.
2. All utilities shall be located underground.
3. Each manufactured or mobile home shall be connected to public water and sanitary sewer
facilities that comply with City or County requirements.
4. An electrical outlet supplying both sixty (60) and one hundred fifty (150) amperes of
service shall be provided for each lot. All such outlets shall be weatherproof, and
installations shall meet the requirements of the National Electrical Code.
I. Requirements for streets within a park.
1. Streets shall be a minimum of twenty-six (26) feet in width.
2. All private streets, driveways and pedestrian walkways within the mobile home park shall
be lighted between sunset and sunrise with electric lights emitting light at an intensity of
at least five thousand (5,000) lumens.
3. Light poles shall be no more than two hundred fifty (250) feet apart.
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J. Requirements for fire protection within a park.
1. Every park shall be equipped at all times with fire equipment in good working order and
of such type, size, number, and location as to satisfy applicable fire regulations of the City
of Stockbridge.
2. No open fires or burning of leaves or other refuse shall be permitted within the
boundaries of any park.
K. Requirements for sanitation within a park.
1. The area around and under each mobile home unit shall be kept clean and free from
collections of refuse, rubbish, glass bottles or other unsightly material.
2. Central trash and refuse collection facilities shall be provided. Waste shall be removed
from the premises and disposed of according to a schedule sufficient to avoid creating a
nuisance or health hazard.
3.2.27 Outside Storage

A. The following activities are only permitted in the C-3, LI, and HI zoning districts.
B. The outside storage of machinery and equipment, service areas for vehicles in need of major
service or repair, and materials for construction or distribution.
C. Outside storage involving machinery and equipment is only permitted on lots in the RR zoning
district that are not within a subdivision, and which have a minimum lot area of two acres,
provided that such storage is not visible from the public right-of-way.
D. Outside storage shall be located within a rear yard or side yard.
E. Outside storage shall be fully concealed with a solid fence, in addition to any buffer
requirements set forth in title.
F. Outside storage of parts and materials, service areas, refuse, or work areas shall be maintained
in a neat and orderly manner.
G. No materials shall be stored within any required buffers.
H. No outside storage of seafaring containers shall be allowed.
I. Also see Section 8.08.100 - “Out-of-Doors Storage” in Title 8 Construction, Building, and
Property

3.2.28 Personal Care Homes, Group Homes, and Boarding Home Having 3 or Less Persons.

Each personal care home, boarding home, and group home having three (3) or less persons shall be
subject to the following requirements:
A. All regulated facilities shall comply with the State regulation and acquire applicable State
licenses for operation.

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B. The exterior appearance of any residential structure for which a personal care home,
boarding home, or group home is approved, shall be maintained as a residential structure
and no signs shall be erected.
C. Meet all regulations as identified in the adopted building code and adopted fire code.
D. Meet all parking standards.
E. All facilities must apply for and receive a City Business License.

3.2.29 Personal Care Homes, Group Homes, and Boarding Home Having 4 or More Persons.

Each personal care home, boarding home, and group home having four (4) or more persons shall be
subject to permitted subject to approval of a conditional use permit by the City Council and the following
requirements:
A. All regulated facilities shall comply with the State regulation and acquire applicable State
licenses for operation.
B. The exterior appearance of any residential structure for which a personal care home,
boarding home, or group home is approved, shall be maintained as a residential structure
and no signs shall be erected.
C. Meet all regulations as identified in the adopted building code and adopted fire code.
D. Meet all parking standards as identified.
E. All facilities must apply for and receive a City Business License.

3.2.31 Relocated Structures.

A. Applicability. Except as provided in this section, no application for a relocated structure permit
shall be approved, nor shall any structure be moved or occupied prior to meeting all
requirements of this section.
B. A relocated dwelling is defined as a pre-existing structure which has been moved to another
property or to a different location on the same property. Factory-built modular and
manufactured homes as defined in Chapter 10, Master List of Acronyms and Definitions are
exempt from this section.
C. Relocated dwellings shall be a permitted use in the RR (rural residential) zoning district, only as
defined above and subject to all lot size and setback requirements of the RR district. Relocated
dwellings shall be subject to all regulations of the Henry County Health Department concerning
on-site sewage disposal facilities and private wells.
D. Preliminary Inspections. No building permit application for a relocated structure shall be
approved until a complete inspection of the structure is made by the City. An application for a
relocated structure inspection shall be completed on forms that are provided by the
Community Development Director prior to the inspection being made. The inspection shall
determine compliance or the feasibility of the compliance to all existing building codes,
development codes, and ordinances which have been adopted by the Mayor and City Council.

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Depending upon the size, age, condition or design of the structure, the Community
Development Director may require an inspection and report from a structural engineer to
evaluate the suitability of the structure for relocating. The engineering inspection and report
fee for the relocated structure shall be paid by the applicant. If the Community Development
Director determines that compliance with existing codes is not feasible, the application for the
building permit shall be denied. All such denials shall be in writing specifying the reasons
therefore and shall be signed by the Community Development Director.
E. Follow-up Inspection. Following relocation of the structure and prior to and for re-inspecting,
the owner of the relocated structure shall, at the owner's choice, remove either the interior
wall covering on all exterior walls or the exterior wall covering on all exterior walls. If necessary,
and at the direction of the Community Development Director regarding the interior load-
bearing walls, the owner shall remove one side of these interior walls and the City shall then
re-inspect the structure to ensure that its structural integrity has not been compromised and
that any required improvements remain feasible.
F. Inspection Fee. The inspection fee shall be as set forth in the fee schedule established by the
City which shall be paid to the City prior to the inspection being made.
G. Performance Letter of Credit or Escrow Letter of Surety Required of Owner of the Structure. To
ensure that the structure will meet all current building construction codes of the City of
Stockbridge and that the renovation of the relocated structure is completed and ready for
occupancy within six months from the date of issuance of the building permit, the owner of the
relocated structure shall provide an irrevocable letter of credit or irrevocable bank escrow
letter of surety in the amount of ten thousand dollars ($10,000.00) in a form that is approved
by the City Attorney. Such irrevocable letters of credit or irrevocable bank escrow letters of
surety shall be issued from a federally insured banking institution.
H. Building Permit. A building permit shall be obtained from the Building Safety Division for a
relocated structure prior to locating such structure on a lot. The fee for the permit shall be as
set forth in the City of Stockbridge Fee Schedule.
I. Owner Certification. All applications for permit shall be accompanied by a Sworn Affidavit that
the applicant is the owner of the relocated structure and the owner of real property on which
the structure is to be relocated. Prior to occupancy, the owner shall be required to obtain a
Certificate of Occupancy (CO).
J. Route Approval.
1. Structures to Be Located Within the City of Stockbridge. Prior to the issuance of a permit
for a relocated structure, the applicant must first submit and receive approval from the
Police Department and the City of Stockbridge regarding the proposed route. The
applicant shall provide the name and address of the moving company, owner of structure
to be moved, destination of structure, type and size of structure, map of the proposed

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route, and the name of the insurance company. Such approval and information must be
on forms that are furnished by the Community Development Director.
2. Structures to Be Located Outside of the City of Stockbridge. Prior to moving a pre-existing
structure through the City of Stockbridge, routes must be approved by the Police
Department and the City of Stockbridge on forms provided by the Director. The applicant
shall provide the name and address of the moving company, owner of structure to be
moved, destination of structure, type and size of structure, map of the proposed route
and insurance company. Required police escort must be prearranged with the Police
Department three (3) business days prior to moving a structure through the City of
Stockbridge. Moving of such structures through the City of Stockbridge shall only be
allowed on routes that are approved by the City of Stockbridge.
K. Requirements for Moving Companies. Any firm or individual who is moving structures into or
through the City of Stockbridge shall provide a valid copy of the Georgia Department of
Transportation Oversize/Overweight Permit for the structures and a certificate of liability
insurance, naming the City of Stockbridge as the certificate holder, that meets or exceeds the
minimum insurance standards that are required by the Georgia Department of Transportation.
L. Guarantee of Completion. No application for a building permit shall be approved until a
performance bond, an irrevocable letter of credit, or an irrevocable bank escrow letter of surety
is first provided, as is referred to in Subsection D., above.
M. Time of Completion. The work that is authorized by any permit a for relocated structure must
be completed in compliance with all codes and ordinances of the City of Stockbridge within six
(6) months from the date of issuance of the building permit, unless it is extended as provided
herein. In the event that such a structure is not in compliance and/or is not completed within
the specified time limit, the building official shall notify the owner in writing, giving specific
causes of noncompliance or non-completion. Upon notification, the owner shall have thirty
(30) calendar days to correct such noncompliance or non-completion. Failure of the owner to
correct causes of noncompliance or non-completion, and the owner has not received an
extension of completion time, shall cause a notice to move or demolish such structure to be
issued to the owner immediately. Failure to move or demolish such structure within ten (10)
calendar days of such notice being given shall be deemed a violation of this section and shall
be punishable in the municipal court of the City of Stockbridge and the Director shall authorize
the surety or bank issuing the irrevocable letter of credit or escrow letter of surety to release
all funds to the City.
N. Extension of Completion Time. The Community Development Director may issue a 90-day
extension of completion time for cause beyond the original six-month compliance/completion
period upon the receipt of a written request by the owner stating the reason for the extension
and payment of applicable fees. A second, 90-day extension may be issued following the first,
90-day extension upon written request by the owner stating the reason for the second request.

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Approval or denial of an extension shall be in writing and shall be signed by the Building Official.
Permission for a greater extension of time may only be granted by Mayor and City Council in
regular session. Applications brought before the Mayor and City Council shall be on forms
provided by the Community Development Director. An extension of the irrevocable letter of
credit, or irrevocable bank escrow letter of surety, may be required if sufficient time does not
remain on the performance irrevocable letter of credit or irrevocable bank escrow letter of
surety to ensure that the structure will meet all current building construction codes of the City
of Stockbridge and that the renovation of the relocated structure is completed and ready for
occupancy within the specified time. Fees for each extension shall be as set forth by the City.
O. Certification of Occupancy. A Certificate of Occupancy shall be issued upon the passing of a
final inspection of a structure and shall verify the completion requirements of this section,
including compliance with all existing building and life safety codes.

3.2.32 Roadside Produce Stands.

A. A roadside produce stand is permitted in the RR zoning district, subject to the site design
standards of the district, and the standards of this section.
B. Roadside stands are allowable for the sale of vegetables, fruit, produce, eggs, or other
agricultural products that are grown on the premises. Agricultural products shall not include
poultry or livestock.
C. Roadside and produce stands shall meet the site design standards in Table ____
Table 12.04.0320(C). Standards for Roadside Produce Stands
DEVELOPMENT FEATURE STANDARD
Maximum building area 500 square feet
Building or structure setback 10 feet
Parking Parking shall be provided out of the right-of-way.
Parking areas shall be paved, gravel, or be of another dust-free
surface.
Outside storage of boxes, Fully screened from visibility from the right-of-way
crates, pallets
Exterior lighting Exterior lighting shall be downcast of moderate brightness and
shall not cause glare on any abutting property.

3.2.33 Salvage Yards or Junkyards and Wrecker Services (with Storage Area).

A. Salvage yards and junkyards are permitted in the LI and HI zoning districts, subject to the
standards of the district and the supplemental standards in this section. An approved conditional
use permit is required for all salvage yards and junkyards. In addition, salvage yards shall be
required to have a minimum lot size of two (2) acres for properties that are zoned LI and one (1)
acre for properties that are zoned HI.

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B. The site design standards for salvage yards and junkyards are set forth in Table 12.04.321(B).

Table 12.04.0321(B) Standards for Salvage Yards and Junkyards
DEVELOPMENT FEATURE STANDARD
Minimum setback 200 feet from all abutting property lines
Screening (fence) required Solid wall or solid fence
Minimum height 6 feet
Minimum setback 100 feet from all property lines
Storage of salvaged or junk materials Shall not exceed the height of the fence or wall
Buffers 40 feet on all property lines

C. Sanitary landfills shall not be permitted.
D. Wrecker services (with storage areas) are permitted in the LI and HI zoning districts, subject to
the standards of the districts and the supplemental standards of this section. An approved
conditional use is required in the aforementioned zoning districts.
E. The site design standards for wrecker services (with storage areas) are set forth in Table
12.04.0321(E).
Table 12.04.0321(E) Standards for Wrecker Services (with storage areas)
DEVELOPMENT FEATURE STANDARD
Minimum lot size 2 acres (if zoned LI)
1 acre (if zoned HI)
Screening requirements for Solid wall or solid fence
storage area 6 feet
Minimum height
Placement Behind the rear drip line of the office/primary structure.
Minimum buffer 10 feet wide for any portion of property adjacent to residential or
commercially zoned property.
Storage of vehicles Towed vehicles shall be stored within an enclosed, secured area
which is not accessible to the public. No wrecked vehicles shall be
stacked within the storage area. Storage of non-business-related
vehicles is prohibited. Storage areas must be, at a minimum,
gravel-covered.
Minimum size of office/primary 1,000 square feet, providing restroom facilities and reception area.
structure
Building materials Masonry front facade
Off-street parking requirements 1 space for each 10,000 square feet of site area or portion thereof,
and 1 space for every 300 square feet of professional office space.
All required off-street parking shall be located outside of any
secured vehicle storage area. Driveway/entrance and public

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parking area outside of storage areas shall be paved with a dust-
free surface.

3.2.34 Satellite Dish Antennas.

Satellite dish antennas are allowed on all properties without a permit. They must not cause any
detriments to adjacent properties, however.
3.2.35 Schools, Academic, Public or Private.

A. Public or private academic schools are permitted in the following zoning districts: OI, C-1, C-2,
or PUD, subject to the standards of the zoning district, and the supplemental standards of this
section:
B. The site design standards presented in Table 12.044.022(B) are required.
Table 12.04.0322(B) Standards for Public and Private Schools
DEVELOPMENT FEATURE STANDARD
Minimum site area 3 acres
Minimum lot width 200 feet
Buffers 20 feet or zoning district standards, whichever is
greater
Outdoor recreation areas Setback a minimum of 75 feet from any property
zoned or used for residential purposes
Fully enclosed by a solid decorative fence, a
minimum of four feet in height
Outdoor lighting Exterior lighting shall be downcast of moderate
brightness and shall not cause glare on any
abutting property
Drop-off and pick-up areas Designed and located away from residential areas
Separated from parking areas

3.2.36 Self-Service Storage Facilities.

A. Self-service storage facilities, also called mini-storage or self-storage, are permitted in the C-3,
LI, and HI zoning districts, subject to the standards of the zoning district and the supplemental
standards set forth in this section.
B. The following activities or uses are prohibited on the grounds or within the buildings of self-
service storage facilities:
1. Wholesale sales;
2. Retail sales, including garage sales, or other commercial activities;
3. Manufacturing, fabrication, processing, or other industrial activity;

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4. Service or repair of vehicles, engines, electronic equipment or similar activities;
5. Rehearsal or practice of musical instruments;
6. Residential and office uses.
7. Storage of flammable liquids, highly-combustible or explosive materials, or hazardous
wastes or chemicals is prohibited.
C. Notwithstanding the limitations described in above, the following activities may be conducted:
1. Rental of storage bays.
2. Truck rental business, limited to a maximum of twenty-five (25) percent of the gross site
area.
3. Sales of boxes or goods related directly to the operation of a self-service storage facility.
4. Sales by the owner or manager of the facility of abandoned items for reclamation of rental
costs.
D. Except as specifically provided in this section, all property stored on the site shall be entirely
within enclosed buildings.
E. As an accessory use, one (1) dwelling unit may be established for security personnel,
management personnel, or the facility owner.
F. The site design requirements presented in Table 12.04.323(G) shall be met.
Table 12.04.0323(G) Site Design Standards for Self-Service Storage Facilities
DEVELOPMENT FEATURE STANDARD
Minimum site area 2.5 acres
Maximum site area 5.0 acres
Minimum lot width 100 feet
Minimum setbacks for buildings:
• Front yard 75 feet
• Side yard 25 feet
• Rear yard 25 feet
Buffer requirements, adjacent to the
following districts:
Residentially-zoned districts: 40 feet
• OI or C-1 30 feet
• C-2 15 feet
• C-3 10 feet
• LI or HI 10 feet
Interstate highway 75 feet
Dumpsters and trash containers Fully-screened from view from residentially zoned
properties and public right-of-way

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Outdoor lighting Exterior lighting shall be downcast of moderate brightness
Adjacent to residentially zoned and shall not cause glare on any abutting property
districts Maximum height of 15 feet
Loudspeakers and paging equipment Prohibited

H. The design standards which are presented in Table 12.04.0323(H) are required for self-service
storage buildings:
Table 12.044.0323(H) Building Design Standards for Self-Service Storage Facilities
DEVELOPMENT FEATURE STANDARD
Building separation (2 or more buildings on the 12 feet
site)
Overhead access doors Shall not be visible from residentially-zoned
property, commercially-zoned property, or the
public right-of-way
Storage bays:
• Minimum size 4 feet by 4 feet (16 square feet)
• Maximum size 20 feet by 80 feet (1,600 square feet)
Maximum building height, including all roof- 35 feet
mounted air conditioning and other equipment
Exterior facade Fully consistent with color, materials, and design
of buildings in the surrounding area
Metal exterior walls are prohibited.
Roof design Type of roof, roof line, and roofing materials shall
be fully consistent with buildings in the
surrounding area

I. Outdoor (open) storage is permitted, subject to the standards that are set forth in Table
12.044.0323(I).
Table 12.04.0323(I).Standards for Outdoor Storage
at Self-Service Storage Facilities
DEVELOPMENT FEATURE STANDARD
Type of goods to be stored Limited to recreational vehicles and boats on
trailers
Dry stacking of boats when covered to provide
screening from view
Abandoned, wrecked, or junked vehicles are
prohibited
Maximum area devoted to outdoor storage 25 percent of building area of the site
Screening Fully screened from view from adjacent
residentially-zoned districts, from adjacent office
areas, and from public right-of-way
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Screening may be a solid fence, solid wall, other
similar structure, or landscaping
Fencing required Minimum of 6 feet in height
Maximum of 8 feet in height
Decorative wall or fence required, with brick,
stone, masonry, wood, chain link, or similar
material
Fence location May be either in front of or behind the buffer
Security Gate, equipped with alarm and keyless opening
required

J. Traffic circulation requirements.
1. Traffic lane widths shall be established to provide for the adequate circulation, safety, and
accessibility of trucks, cars, and individuals who utilize dead storage in such facilities.
2. The minimum traffic lane width shall be twenty-five (25) feet.
3. The maximum traffic lane width shall be forty (40) feet.
4. Traffic flow patterns, directional signage, and painted land markings with arrows shall also
be clearly marked.
5. In order to ensure appropriate access and circulation by emergency vehicles and
equipment, the turning radii of the aisle ways shall be approved by the Community
Development Director at the time of the preliminary plan review.
6. There shall be no aisle ways or other vehicular access ways located in the buffer area or
within the designated rights-of-way.
K. The standards that are set forth in Table 12.04.0323(K) are required for landscaping.
Table 12.044.0323(K) Landscaping Standards for Self-Service Storage Facilities
DEVELOPMENT FEATURE STANDARD
Location Inside the fenced area
Designed, placed, and maintained so as not to interfere with traffic
visibility
Width 15 feet on all street frontages
Side and rear yard landscaped areas maintained in natural state to
the maximum extent possible
Amount of landscaping 15 percent of the site
Plant materials: Selected from lists [pending]
• Trees 1 medium or small tree per 20 linear feet
• Height at planting 8 feet, 1 shrub per 24 inches
• Hedges 24 inches in height at planting

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3.2.37 Senior Adult Housing.

The purpose of this section is to determine where age-restricted adult housing may be located and to
provide minimum standards. The intent of this section is to encourage age-appropriate housing for
persons with mobility, sensory, and cognitive limitations. Though these regulations require that over-all
developments feature a measure of accessibility, full accessibility is encouraged. Accessibility is defined
by the Georgia Accessibility Code as amended, and any age-restricted adult housing development must
meet the same standards required by Georgia Accessibility Code 120-3-20-.54 in order to be considered
fully accessible.
Senior adult housing may be allowed in the following zoning districts as either the primary use or as
a supplemental use, in addition to another permitted use: RR, SR, CCR, and MFR, provided that, at a
minimum, the following restrictions apply. Final plats and all required construction documents shall
include a notation specifying "Age-Restricted Adult Housing: Shall Follow Title 12 Section 3.2.37. The
development standards for senior adult housing are listed below. Developments must also comply with
the districts in which they are located, including any overlay districts. In this section, “senior adult
housing” does not include assisted living facilities or nursing homes.
A. Unit types allowed:
1. Only single-family detached units may be allowed in RR and SR districts;
2. Only multifamily units may be allowed in CCR and MFR district.
B. The development shall have a minimum of twenty (20) dwelling units.
C. The maximum net density shall meet the future land use plan requirements.
D. At least forty (40) percent of the gross site area shall be open space. The open space shall
provide amenities such as pathways, seating areas, and recreation areas for residents. The
open space shall be protective of natural features.
E. At least one (1) on-site community building or interior community space shall be provided
which contains a minimum of the following heated floor area:
1. Twenty (20) square feet of heated floor area per dwelling unit for the first ninety nine (99)
units with a minimum of five hundred (500) square feet; and
2. Ten (10) square feet of heated floor area per additional dwelling unit.
F. For phased development;--Open space, recreational facilities, and other accessory facilities
shall be provided in each phase to meet the requirements as stated herein of the residents of
each phase. The developer shall provide a schedule for the installation of facilities at the time
of the first permit approval.
G. At the time of the first permit application, the developer shall establish how the age restrictions
will be implemented and maintained over time. If the development is anything other than a
rental community under single ownership, a common entity such as a condominium
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association, a homeowners’ association, or a property management company shall be
established to maintain and enforce the age restrictions in addition to the City of Stockbridge
enforcement of zoning regulations.
H. The minimum unit size shall be 1,200 square feet.
I. All open space, common areas, and related improvements shall be fully accessible and shall be
managed and maintained by the owner of the development or a common entity such as a
condominium association, or a homeowners association.
J. Any structure within the development may be fully accessible; however, the minimum
standards of this section shall be met. The development shall incorporate universal design
features, as are listed below. The application shall include descriptions of the universal design
features of proposed dwellings to demonstrate their appropriateness for the age-restricted
population. The material that is submitted shall indicate how universal design features will be
used to make individual dwellings adaptable to persons with mobility, sensory, or otherwise
functional limitations; and how the design will provide accessible routes between parking
areas, sidewalks, the front doors of the dwelling units, and common areas. These routes shall
be a minimum of ten (10) feet wide, allowing mobility-enhancing devices to meet and pass
safely.
1. "No-step" (maximum vertical floor level change of one-quarter (¼) inch, except where a
tapered threshold is used, which has a maximum height of one-half (½) inch) access to the
front door entrance to all dwelling units and community buildings is required. If a no-step
front entrance is not feasible, an alternate no-step walkway to the front floor may be
approved.
2. A minimum thirty-six-inch wide front door with exterior lighting at the entrance is
required. Exterior doors shall be provided with an artificial light source located in the
immediate vicinity of the exterior door. The illumination of the exterior light shall be
controlled from inside the dwelling, except for lights that are continuously illuminated or
automatically-controlled.
3. All interior doorways must have a minimum of thirty-two-inch clear width in the open
position — typically a thirty-six-inch door.
4. A thirty-six-inch fully accessible route must connect throughout the floor which is served
by the front door of the dwelling unit. The maximum vertical floor level change is one-
quarter (¼) inch, except where a tapered threshold is used, which has a maximum height
of one-half (½) inch.
5. A complete living area including, but not limited to, kitchen, master bedroom, and
bathroom, shall be located on the floor served by the front door of the dwelling unit.
6. Lever handles are required on all interior and exterior doors.

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7. Clear floor space of thirty (30) inches by forty-eight (48) inches shall be provided and
centered on each appliance and fixture in the kitchen. Floor space can overlap.
8. Walls shall be reinforced (blocked) to allow for the later installation of grab bars around
the toilet, tub, and shower stall; and of wall-hung bench shower seat.
9. Maneuvering space shall be provided within the bathroom to permit a person using a
mobility aid to enter the room, close the door, and reopen the door with a clear floor
space of thirty (30) inches by forty-eight (48) inches. Clear floor space of thirty (30) inches
by forty-eight (48) inches shall be provided and centered on each fixture in the bathroom.
Floor space may overlap.
10. Wall-mounted electrical outlets, light switches, and environmental controls shall be
mounted for a reaching range of a minimum of fifteen (15) inches to a maximum of forty-
eight (48) inches above the floor. Such wall-mounted devices shall be of a contrasting
color with the wall.

3.2.38 Small Box Discount Stores.

Small Box Discount Store: A retail establishment (a) with floor area of less than twelve thousand
(12,000) square feet (b) that primarily offers for sale a combination and variety of convenience shopping
goods and consumer shopping goods; and (c) continuously offers and advertises a majority of the items
in their inventory for sale at a price less than $10.00 per item. Small Box Discount Store shall not include
the following: drug stores or a convenience store attached to or collocated with gas stations.
To avoid over-concentration, a small box discount store must be separated from another small box
discount store within or outside the City by a minimum distance of five miles. The required separation
distance must be measured in a straight line from the nearest point on the lot line of the property
occupied by a small box discount store to the nearest point on a lot line of the other property occupied
by a small box discount store.

3.2.39 Solar Energy Systems

A. Definitions.
1. Solar Energy System (SES) means a device or structural design feature that provides for
the collection of solar energy for electricity generation, consumption, or transmission, or
for thermal applications.
i. For purposes of the City of Stonecrest zoning code, SES refers only to (1)
photovoltaic SESs that convert solar energy directly into electricity through a
semiconductor device or (2) solar thermal systems that use collectors to convert
the sun’s rays into useful forms of energy for water heating, space heating, or
space cooling.

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ii. SES as used in the City of Stonecrest zoning code excludes concentrated solar
power, which uses mirrors to focus the energy from the sun to produce
electricity.
2. Integrated Solar Energy System means an SES where solar materials are incorporated
into building materials, such that the two are reasonably indistinguishable, or where solar
materials are used in place of traditional building components, such that the SES is
structurally an integral part of a house, building, or other structure. An Integrated SES
may be incorporated into, among other things, a building facade, skylight, shingles,
canopy, light, or parking meter.
3. Rooftop Solar Energy System means an SES that is structurally mounted to the roof of a
house, building, or other structure and does not qualify as an Integrated SES.
4. Ground Mounted Solar Energy System means an SES that is structurally mounted to the
ground and does not qualify as an Integrated SES. For purposes of the Stonecrest zoning
code, any solar canopy that does not qualify as an Integrated SES shall be considered a G
round Mounted SES, regardless of where it is mounted. The Footprint of a Ground
Mounted SES is calculated by drawing a perimeter around the outermost SES panels and
any equipment necessary for the functioning of the SES, such as transformers and
inverters. The Footprint does not include any visual buffer or perimeter fencing.
Transmission lines (or portions thereof) required to connect the SES to a utility or
consumer outside the SES perimeter shall not be included in calculating the
Footprint. Ground Mounted SESs shall be delineated by size as follows:
i. Small Scale Ground Mounted Solar Energy System (Small Scale SES) means a
Ground Mounted SES with a Footprint of less than two [ 2] acres.
ii. Intermediate Scale Ground Mounted Solar Energy System (Intermediate Scale
SES) means a Ground Mounted SES with a Footprint of between [ 2 – 15] acres.
iii. Large Scale Ground Mounted Solar Energy System (Large Scale SES) means a
Ground Mounted SES with a Footprint of more than [15] acres.

B. Applicability. Any SES that, prior to the effective date of this ordinance: is in operation, is being
lawfully sited, constructed, or installed; or has caused the incurrence of substantial liabilities
relating to siting, construction, or installation; shall be exempt from complying with these
supplemental regulations unless the surface area of an Integrated SES or Rooftop SES or the
Footprint of a Ground Mounted SES is increased by more than 10% after [the effective date of
this ordinance].
C. General Requirements for All Solar Energy Systems. The following requirements apply to all
SESs.
1. Height. An Integrated or Rooftop SES shall be given an equivalent exemption, if any, to
the applicable zoning district’s height restrictions for roof-mounted mechanical devices
or equipment, except a Rooftop SES mounted on a sloped roof shall not vertically
exceed the highest point of the roof to which it is attached.

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2. Impervious Surface. Ground mounted structures and components of the Ground
Mounted SES, including transformers and foundations, shall be considered impervious.
However, for purposes of compliance with the Stonecrest zoning code’s impervious
surface coverage requirements, the panels of a Ground Mounted SES shall be
considered pervious if they
maintain sheet flow and allow for water to infiltrate under and around them through a p
ervious surface and into the subsoil.
3. Lighting. To reduce light pollution, lighting of a Ground Mounted SES shall:
i. be limited to the minimum reasonably necessary for its safe operation;
ii. be directed downward where reasonably feasible;
iii. incorporate full cut-off fixtures; and
iv. reasonably utilize motion sensors.
4. Tree Removal. The removal of trees or natural vegetation for any SES shall
be avoided to the extent reasonably practicable and shall comply with the requirements
of the Stonecrest zoning code.
5. Location. All Ground Mounted SES’s permitted as an accessory use, in any
district, must be located in the rear yard of the property and must be screened so as
not visible from the public right-of-way.
6. Decommissioning. Unless otherwise approved by the Planning Commission,
decommissioning shall begin no later than 12 months after a Ground Mounted SES has
ceased to generate electricity or thermal energy. Within 6 months of the beginning
of decommissioning, the SES and all structures associated with it shall be removed, all
materials shall be recycled or otherwise reused to the extent reasonably practicable, an
d the property shall be returned to its condition prior to the installation of the SES or to
some other condition reasonably appropriate for the designated land use.
D. Specific Requirements for Intermediate and Large-Scale Solar Energy Systems. The following
requirements apply to Intermediate and Large Scale SESs, in addition to the general requirements
in this ordinance that apply to all SESs.
1. Setbacks. An Intermediate or Large Scale SES shall comply with the following setback
requirements: the Intermediate or Large Scale SES shall be located no closer than the
lesser of (a) 15 feet from any property line, or (b) the required setback for the applicable
zoning district, if any; the Intermediate or Large Scale SES shall be located no closer than
the lesser of (a) 20 feet from any public right-of-way, or (b) the required setback for the
applicable zoning district, if any; and the Intermediate Scale SES shall be located no
closer than 50 feet from any residential dwelling unit on an adjacent lot. The Large Scale
SES shall be located no closer than 100 feet from any residential dwelling unit on an
adjacent lot.
2. Visual Buffers. An Intermediate or Large Scale SES shall have, to the extent reasonably
practicable, a visual buffer of natural vegetation, plantings, earth berms, and/or fencing
that provides a reasonable visual and lighting screen to reduce the view of the SES from
residential dwelling units on adjacent lots (including those lots located across a public

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right-of-way). The existing natural tree growth and natural landforms along the SES
perimeter may create a sufficient buffer and shall be preserved when reasonably
practicable.
3. Signage. An Intermediate or Large Scale SES: shall display signs (a) stating the risks that
may result from contact with an Intermediate Scale SES, (b) identifying the owner or
operator of the Intermediate Scale SES, and (c) providing a 24-hour emergency contact
phone number; shall comply with the requirements of the applicable zoning district for
displaying any advertisement; and may have signs that contain educational information
about the SES.

3.3.40 Swimming Pools and Pool Enclosures.

A. Swimming pools accessory to residences shall be constructed in accordance with the applicable
Swimming Pool Code and shall be approved by the applicable department prior to obtaining a
building permit.
B. All residential accessory swimming pools shall meet the following standards:
1. A swimming pool shall comply with minimum side and rear yard setbacks for accessory
structures. Setbacks for accessory swimming pools shall be measured from the decking or
closed part of the pool structure to the property line.
2. A pool shall be enclosed by a security fence of not less than four (4) feet in height from
ground level. Security fence shall not be required for above ground pools that are greater
than four feet in height, provided that the entrance to such pools shall be restricted with
a gate. A gate shall be installed at all entrances to any deck structure which is attached to
such pool and/or at all ladder structures accessing such pool.
3. All gates that are attached to such security fences shall contain self-closing positive latch
devices to ensure that the pool is enclosed and secure at all times.
4. The required security fence shall be installed prior to occupancy or any use of the
swimming pool.
5. No ladders shall be affixed to a pool for purposes of entry or exit while self-closing positive
latch entrance gates are open.
6. All security fences shall be installed with a solid and permanent foundation, which shall
include fastening such materials a minimum of one foot into the ground.
7. A security fence may include decorative materials, such as brick, wrought iron, stone,
wood, or masonry.
C. Any constructed or prefabricated pool that is used other than in conjunction with a private
single-family residence shall be deemed a public swimming pool.

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1. Public pools, including, but not limited to, those which are built and operated by a public
agency, or as part of a multiple-family residential development, a subdivision association,
a two-family residential development, a condominium association, or a private club, shall
be enclosed by a security fence of not less than five feet in height and include perimeter
landscaping, as approved by the Community Development Director.
2. Security fences shall be transparent and shall not include privacy fences or fences that
obstruct the view of the pool from the outside.
3. Security fencing and gates shall comply with the standards in this section listed above.
4. Swimming pools shall comply with the standard setback requirements of the zoning
district in which the property is located.

3.2.41 Temporary Structures and Uses.

A temporary building or use in connection with a construction project or subdivision development shall
be permitted on the property during the construction period. The following standards shall be met by
temporary uses that are established during construction or land subdivision:
A. A building permit shall be required.
B. Timeframe to utilize temporary structures.
1. Temporary structures related to a subdivision development shall be removed when 80
percent of all lots are occupied by completed homes or within four (4) years of issuance
of the permit, whichever occurs first. For all types of projects, if construction becomes
inactive for twelve months, then any existing temporary structures must be removed
within 90 days.
2. The Director may issue a one-time, one-year extension of completion time for cause
beyond the original completion period upon written request by the owner including the
reason for the request and an updated account of completed houses within the
subdivision. Approval will be based upon, but not limited to, current maintenance and
aesthetics of the temporary structure and property, and verification that all required
erosion control measures are in place. Applicants shall apply for the one-time extension
within 30 business days of the expiration date of the temporary structure permit. Granted
or denied extensions of the compliance/completion period shall be in writing and signed
by the building official within ten (10) business days. All extension approvals will be
subject to a fifty-dollar ($50.00) renewal fee as established from time to time. Permission
for a greater extension of time beyond the one-year period may only be granted by the
Mayor and City Council in regular public session. An application to appear before the
Mayor and City Council shall be on forms provided by the Director and shall be
accompanied by a fee as established from time to time.

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C. Temporary offices to be used for administrative functions during construction may be located
on a construction site. The proposed construction building shall meet tie-down requirements
for mobile home structures, and have a current contract for sewage pump-out. Construction
buildings shall be removed within thirty (30) days of completion of the construction site for
which they are permitted.
D. On-site outdoor storage of equipment and construction materials shall be allowed during the
period of construction.
E. Portable toilet facilities shall be allowed, provided that applicable industry hygiene standards
are maintained.
F. Construction and demolition debris dumpsters are allowed, provided that an active building
permit is maintained. Such dumpsters shall be removed within ten (10) calendar days of
issuance of a C.O. or expiration of the building permit. Dumpsters are not required to be
screened;
G. A temporary office that meets parking, handicapped, and landscape requirements shall be
allowed. A temporary office may be used for sales functions or sales offices, allowing for the
sale, resale or marketing of dwellings, structures or property within the development in which
it is located, or adjacent developments under the same ownership and control; and
H. On-site temporary use of structures and equipment for the building of roads, public utilities
and government projects shall be allowed.

3.2.42 Truck Stops.

A. Truck stops (or truck service centers) are permitted in the HI zoning district only, subject to the
site design standards for the district, any overlay district, and the specific site design standards
in this section.
B. Truck stops may include the following activities and uses: sale of fuel, oil, lubricants, and similar
products; sale of small automotive accessories; sale of food and sundries; convenience store;
restaurant drive-up windows; inspection stations for emissions; or truck wash. Truck stops shall
not include repair shops, body shops, paint shops, or paint booths.
C. Design standards for truck stops are indicated in Table 12.04.0324(C).
Table 12.04.324(C) Standards for Truck Stops
DEVELOPMENT FEATURE STANDARD
Minimum setbacks:
• Abutting residentially-zoned property— 60 feet
Principal building and/or gas pumps and
canopy, where side and rear lot lines

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• Abutting nonresidential zoning districts-- 40 feet
Principal building, side and rear lot lines
Access requirements for corner lots Access drives shall be a minimum of 40 feet from
the intersection of street right-of-way lines
Buffer, adjacent to residentially-zoned property 1.5 times the buffer otherwise required
In addition, includes a solid wall or solid fence not
less than 6 feet in height

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Chapter 4: DEVELOPMENT STANDARDS

4.1 Purpose.

The purpose of this chapter is to provide site design and development standards applicable to both public
and private development in the City. More specifically, the purposes of the regulations set forth in
Chapter 12.04 are to ensure the proper location, height, bulk and size of buildings and other structures;
to ensure the proper size of yards and other features of a development site; to ensure the proper layout
and design of subdivisions; and to provide for compatibility between proposed and existing development.

4.2 Expansion or Modification of Existing Uses and Structures.

No structure, parking area, or other site feature regulated by this Code shall be enlarged, altered, or
expanded unless the minimum improvements required by this Article are provided to the property to the
extent of its alteration or expansion. In the case of a substantial expansion, the portion of the site affected
must meet the requirements of this Article.

An alteration or expansion to an existing property is substantial when the area or square footage of the
expanded or altered land (including property used for building space, parking, or storage) or structure,
respectively, exceeds twenty-five (25) percent of the area or square footage of the existing land or
structure, exclusive of the alteration or expansion.

4.2 Site Design Standards.

4.2.1 Design Standards for Lots.

A. Only one (1) principal dwelling and its allowable accessory buildings may hereafter be erected
on any one (1) lot in any single family or two-family residential district. Where contiguous lots
have been combined, the combined lot shall be considered one (1) lot.
B. Except as specifically provided in this Unified Development Code, no lot existing at the time of
adoption of this Unified Development Code shall be reduced, divided or otherwise altered to
produce a lot or tract of land that does not comply with the minimum dimensional standards
of the applicable zoning district.
C. Land that is acquired, dedicated or donated and accepted for public use is exempt from the
requirements of this Section.
D. Measurement of lot width:
1. Lot width shall be measured at the right-of-way, along the frontage of the lot, except for
cul-de-sac lots.

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2. For cul-de-sac lots, lot width shall be measured at the right-of-way and shall be a minimum
of fifty (50) percent of the required width of the zoning district requirement.

4.2.2 Dimensional Standards for Building Height and Location.

A. Applicability of Height Standards. The height limitations of this section shall not apply to places
of worship spires or other such structures, belfries, flagpoles, monuments, cupolas, domes,
ornamental towers or observation towers not intended for human occupancy, water towers,
transmission towers, radio or television towers or antennas.
B. Measurement of Setbacks. Setbacks shall be measured from the front, side or rear property
line to the nearest building or structure.
C. Encroachments into Required Setbacks.
1. Architectural features such as cornices, eaves, steps, gutters, and fire escapes may project
up to three (3) feet beyond a required setback line, except where such projections would
obstruct driveways that are used or may be used for access by service or emergency
vehicles.
2. In the case of automobile service stations, motels, and similar uses that serve the
motoring public, canopies shall be allowed over a driveway or walkway within the front
or side yard not to extend from the principal building to a point any closer than fifteen
(15) feet from the street right-of-way line or future right-of-way line as designated by the
comprehensive transportation plan.
D. Setback Requirements for Corner Lots for both the Primary and Secondary Structures.
1. Side yard setback requirements from the right-of-way of abutting streets shall be equal
to seventy-five (75) percent of the front yard setback.
2. For purposes of this section, a dwelling may be construed to be fronting on a street other
than the street that the front entrance faces. In this situation, development plans and
plats shall clearly identify the front, side, and rear yards. Setbacks for side and rear yards
shall be established according to the standards in Table 12.04.031(C) through Table
12.04.0332(C) for yards, as indicated on the plan or plat.
E. Property with a side lot line adjacent to a railroad right-of-way shall provide a ten-feet side yard
setback.
F. The building setback for a through lot having frontage on two (2) roads that is not a corner lot
shall be equal to the front yard setback for the district in which the lot is located.

4.2.3 Open Space Standards.

A. Development over 5 acres in any zoning district shall provide public spaces, subject to the
following requirements:

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1. An area equal to one (1) percent of the total floor area proposed for the development
shall be provided as public space.
2. The following types of spaces may be provided:
a. Transit stops.
b. Plazas.
c. Courtyards.
d. Atriums.
e. Pavilions or other similar public spaces.
3. Public spaces shall be within view of a street or public area and accessible by pedestrians.
B. Development over 5 acres in any zoning district shall provide open space, subject to the
following requirements:
1. A minimum of five (5) percent of the total land area shall be devoted to open space. The
required open space shall not be counted toward required landscaping, required buffers,
stormwater management facilities or required public space.
2. The following types of open spaces may be provided:
a. Parks.
b. Playgrounds.
c. Picnic grounds.
d. Playing fields or courts.
e. Trails for jogging or biking.
f. Passive open space.
3. Open spaces shall be accessible to pedestrians and bicyclists.
4. The type and design of open space shall be consistent with the type of development
proposed within the mixed use area. Passive open spaces are appropriate as a means of
protecting views and natural features. Playgrounds, fields and courts are appropriate in
or near residential developments.

4.2.4 Compatibility Standards for Manufactured Homes.

A. The manufactured home shall be substantially similar or superior in size, siding material, roof
material, foundation and general aesthetic appearance to site-built or other forms of housing that
may exist or be permitted under this Unified Development Code in the same zoning district or
general area.

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B. All towing devices, wheels, axles, and hitches shall be removed from the manufactured home.
C. A landing having a minimum area of thirty-six (36) inches by thirty-six (36) inches shall be provided
at each exit door.
D. Windows and doors shall be similar in material, design and appearance to windows and doors on
site-built homes in the surrounding area.

4.2.5 Outdoor Lighting Standards.

The intent of this Unified Development Code is to preserve, protect and enhance the lawful nighttime use
and enjoyment of all property through use of appropriate lighting practices and systems. Such individual
fixtures and lighting systems are designed, constructed and installed to control glare, minimize obtrusive
light and conserve energy and resources while maintaining safety, security and productivity, and curtail
the degradation of the nighttime visual environment.
A. Establishing Lighting: Lighting in all districts shall be established in a manner that no direct light
is cast upon or adversely affects adjacent properties or roadways. This section shall not apply
to lighting established by governmental authority within public rights-of-way.
B. Submittal Requirements: The applicant for any permit involving outdoor lighting fixtures
governed by this section shall submit, as part of the site plan, evidence that the proposed work
will comply with this section. The following information shall be included in all nonresidential
site plan submissions and all plans for uses ancillary to residential uses such as clubhouses,
amenity areas, etc.:
1. Location, type and height of all freestanding, building-mounted and canopy light fixtures,
shall be shown on the site plan and building elevations.
2. Photometric grid overlaid on the proposed site plan indicating the overall light for
intensity throughout the site (in foot-candles). No certificate of occupancy or certificate
of completion shall be issued until the photometric grid has been approved by the
Director.
3. Specifications and details for the fixture type being proposed, including the total lumen
output, type of lamp and method of shielding.
4. Use of fixture proposed; and
5. Any other information deemed necessary by the Director.
C. General Provisions: The design and illumination standards of this Unified Development Code
shall apply to all exterior lighting sources and other light sources visible from the public right-
of-way or adjacent parcels, except where specifically exempted herein.
1. Shielding: Exterior lighting shall be fully shielded and directed downward, and shall utilize
full cutoff housings, louvers, glare shields, optics, reflectors or other measures to prevent
off-site glare and minimize light pollution.

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2. Intensity: The intensity of light within a site shall not exceed ten (10.0) foot-candles within
any site; however the Director may permit a maximum intensity of twenty (20.0) foot-
candles provided that such lighting is otherwise in compliance with this ordinance and a
maximum intensity of one (1.0) foot-candle is maintained at any property line or street
right-of-way line. Where the property abuts a residential district or existing residential
use, the intensity shall not exceed one-half (0.5) foot-candle at the property line.
3. Measurement: Light intensity levels shall be measured on the horizontal plane at grade
level within the site, and on the vertical plane of any property line or street right-of-way
line at a height of five (5) feet above grade level.
4. Decorative Light Fixtures: The Director may approve decorative light fixtures as an
alternative to shielded fixtures, provided that such fixtures would enhance the aesthetics
of the site and would not cause off-site glare or light pollution.
5. Wall-Mounted Lights: Wall-mounted lights shall be cut-off, down directional with a
maximum of two hundred fifty (250) watts per fixture. The Director may approve wall-
mounted lights to up to four hundred (400) watts when there are unique limitations and
conflicts associated with a site.
D. Exemptions: The following are exempt from the lighting requirements of this section:
1. Roadway and airport lighting and lighting activated by motion sensor devices.
2. Temporary circus, fair, carnival or civic events.
3. Construction or emergency lighting, provided such lighting is temporary and is
discontinued immediately upon completion of the construction work or abatement of the
emergency necessitating such lighting.
4. Temporary lighting.
5. Lighting associated with agricultural activities.
6. Athletic fields.
7. Swimming pools.
8. Holiday decorations.
9. Shielded pedestrian walkway lighting.
10. Residential lighting with no-offsite glare.
11. Street lights.
12. Other uses deemed reasonable by the Director.

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4.2.6 Site Design Standards for Overlay Districts.

All overlay districts are applied over underlying zoning districts. Development shall comply with the use
and design standards applicable to the underlying zoning district and the design standards required in the
overlay district, if any. In any situation where design standards conflict, the stricter standard shall control.

4.2.7 Street Orientation.

A. The main entrance to all the buildings shall be oriented to Public Streets, where feasible.

B. When possible, buildings located on a corner should have the main entrance situated to address
both streets therefore accentuating the corner position and improving visibility and pedestrian
circulation.

4.2.8 Building Massing and Modulation Requirements for Buildings Under 20,000 sq. ft.

A. The massing of building facades longer than one hundred fifty (150) feet that are approximately
parallel to the right-of-way and oriented to a public street shall be modulated to increase visual
interest.
B. Building facades that are less than five hundred (500) feet long shall be adjusted at intervals no
greater than one hundred (100) feet in length.
C. Building facades that are more than five hundred (500) feet long shall be adjusted with intervals
no greater than twenty (20) percent of the length of the façade.
D. Building design shall include minimum one-foot deep cornices along the entire front façade of
buildings and extending for a distance of at least ten (10) feet along the sides of buildings.
E. Building designs shall include a minimum two (2) foot high contrasting base, along the entire front
façade of buildings and extending for a distance of at least ten (10) feet along the sides of
buildings.
F. Loading and Service Zones
a. Screening and landscaping shall be utilized to deter direct views of the loading areas and
their driveways from adjacent residential properties or from the public right-of-way.
Screening and landscaping shall also prevent spill-over glare, noise, or exhaust fumes.
b. Where feasible, this shall be achieved through the placement of walls, fences, and
landscaping, and shall provide a visually barrier five (5) feet tall minimum.

4.2.9 No Exterior Vending Machines.

Exterior vending machines (freestanding or attached) must not be visible from the street or neighboring
properties.

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4.2.10 Mechanical and Other Building Systems.

Rooftop and ground level mechanical and electrical service equipment, solar collectors, satellite dishes,
and any other communications equipment shall be screened from public view, sidewalks, streets, and
from all adjoining buildings to the extent where possible and practical. This screening may be
accomplished with materials compatible with the finishes and character of principle structures or other
architectural methods.

4.2.11 Utilities.

Any new construction should have all utilities fed underground.

4.2.12 Encroachment on Public Rights-of-way.

No building, structure, fence, service area, parking facility/area, loading area, except driveways shall be
permitted to encroach on public right-of-way. All permanent structures or inorganic objects that are
placed near, but not within the right-of-way, shall be located as to not obstruct, hinder or impede the
view or movement of pedestrian and vehicular traffic as to become a nuisance, danger or hazard to the
public.

4.2.13 Posting of Addresses.

A. Each dwelling unit and place of business shall have light-reflective numbers posted and
maintained in a prominent place on the property, visible from the street providing public
access, the address of the dwelling unit or place of business.
1. For residences using mailboxes: Two-inch high light-reflective number with contrasting
background;
2. For residences that do not use mailboxes and within one hundred (100) feet of roadway:
Three-inch high light-reflective numbers with contrasting background;
3. For residences which do not use mailboxes and are more than one hundred (100) feet
from a roadway: Three-inch high light-reflective numbers visible from the roadway with
contrasting background; and
4. For all commercial establishments: Three-inch high light-reflective numbers with
contrasting backgrounds.

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4.3 Architectural Guidelines.

4.3.1 General Requirements.

A. All Accessory Buildings shall be constructed of materials complementing the Principal Building
with which they are associated.

4.3.2 Requirements for Buildings that are Residential in Use Only.

These requirements only pertain to buildings that are exclusively Residential in nature.

A. Façades.
1. Primary Material Coverage Required, at a minimum, a twenty-four (24) inch course, consisting
of brick or stone or a combination of each, measured from where the final grade of the lot
meets the outside of the building.
2. Secondary Material Coverage Remaining area may be comprised of one or more of stucco,
shake, and/or cement fiberboard siding.
3. Vinyl or aluminum siding shall not be permitted. Metal or cementitious composite board siding
may be used in the eaves and soffits of a building.

B. Home width. The minimum width of a single-family home shall exceed sixteen (16) feet.
C. Roof Pitch. The minimum roof pitch of a single-family home shall be 4:12, with the exception of
attached patio covers. The minimum roof pitch of an attached patio cover shall be as required by
the current state minimum standard codes for construction.
D. Roof materials. Roof materials shall include wood or cedar shakes, asphalt composition, wood
shingles, concrete, fiberglass or metal tiles, slate or built-up gravel materials. Other roof materials
may be used where specifically approved by the Director.
E. Foundation. The dwelling shall be attached to a permanent foundation. The foundation shall be
concrete or masonry blocks joined by mortar or both.
F. Finished Floor. Any building having its finished floor entirely above grade, except for a basement,
as defined in the International Building Code, shall be enclosed by masonry blocks or bricks joined
by mortar, or poured concrete walls having a minimum height of eighteen (18) inches and a
minimum width of six (6) inches.
G. Exterior Materials. The exterior siding material shall consist of wood, masonry, concrete, stucco,
metal or vinyl lap siding or other materials of similar appearance. Where metal or vinyl lap siding
is used, the siding shall not have a shiny surface. Siding materials shall improve or reflect the
existing character of the surrounding area.
H. Garages. Two car garages are required for all single-family residential structures. Side entry
garages should always be considered and constructed when possible.

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4.3.3 Requirements for Buildings not Exclusively Residential (Includes Mixed-use, Commercial,
Institutional, etc.).

A. All buildings constructed within the C-1, C-2, C-3, OI, M-1 and M-2 zoning districts shall meet the
development standards and the appearance standards set forth in this section.
B. Allowed building materials include:
1. Brick, or brick veneers;
2. Stone. Natural stone such as, but not limited to, granite, limestone, acid marble is allowed
to building materials. Terra cotta and/or cast stone, which simulate natural stone, are also
acceptable. Painted stone is not allowed;
3. Split-face block/concrete masonry unit (CMU) is restricted to twenty (20) percent of the
surface area of the façade;
4. High grade stucco;
5. Natural wood and/or Cementous fiberboard siding;
6. Glass;
7. Glazing shall be clear or slightly tinted glass (not opaque nor highly reflective). Metal
screens or bars shall not cover window openings;
8. Exposed concrete block, metal and tile are not allowed as building materials on a façade;
9. Vinyl or aluminum siding shall not be permitted, except by vinyl having a nominal
thickness of forty-six one-thousandth (0.046) inches, metal, or cementitious composite
board siding may be used in the eaves and soffits of a building.

C. All windows shall be consistent with the decorative facade design, considering materials and
color.
D. Metal roofing, if utilized, shall consist of standing seam metal roofing with a minimum twenty-
nine (29) gauge rating.
E. Facade colors and materials shall be limited to three (3) per facade face.
F. Hotels shall be exempt from the brick percentage requirements set forth herein, but shall meet
all other standards set forth herein.
G. Each industrial building shall maintain a decorative facade on that portion of the building that
faces on all public streets. The decorative facade shall consist of brick, masonry, and/or wood.
Glass may be used in combination with brick, masonry, and/or wood. All windows shall be
consistent with the decorative facade design, considering materials and color.
H. Mechanical equipment, electrical meter and service components, and similar utility devices,
whether ground level, wall mounted, or roof mounted, shall be screened from public rights-of-
way views through one (1) of the following methods:
I. Where equipment is at ground level, screening may be provided through landscaping sufficient to
block the view from public rights-of-way.

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J. Where brick, wood, or masonry materials are used to screen equipment or devices, the materials
shall be the same as the predominant exterior building materials for the principal building on the
site.
K. Street level retail uses with sidewalk frontage shall provide an entrance to the building from the
sidewalk in addition to any other access that may be provided to the building.
L. All entrance and exit driveways shall be paved with asphalt, concrete or pavers.

4.3.4 Roof requirements for Buildings under 20,000 sq. ft.

A. Materials
1. Pitched roofs shall be limited to architectural dimensional grade asphalt shingles, natural
slate, natural terra cotta, natural wood shake, copper or factory finished sheet metal.
2. Exposed metal flashing shall be copper or factory finished sheet metal. If factory finished
metal flashing is used, such as standing seam, the color must be subdued to blend with
other materials or of a color to simulate weathered copper or bronze.
3. There shall be roof articulations/offsets at a minimum of one (1) per each one hundred
twenty-five (125) linear feet of length by a change in the top line of the parapet.
Additional articulation may occur at any lesser distance. If the front facade is less than
one hundred twenty-five (125) linear feet of length, then a minimum of one (1) roof
articulation must occur.
B. Type
1. Mansard roofs.
i. Shall have a maximum pitch of 12:12
ii. Shall have a minimum twelve (12) feet vertical surface length.
2. Flat Roofs
i. Building materials for flat roofs shall meet local codes.
ii. All buildings with flat roofs should include parapet articulation on the front
façade(s) of such building.
3. Green Roofs
i. Shall be highly recommended and will be reviewed on a case-by-case basis.
4. Canopies
i. Drive under canopies for gasoline pumps may have flat roof with vertical or
factory formed facing of finished sheet metal.
ii. Arcade/structural canopy for retail use. For any multi-tenant commercial
development, a covered arcade/structural canopy shall be provided along the
front facade of the building. It shall be a minimum of five (5) feet in width and
designed to provide covered areas for relief from the weather. Different
arcade/structural canopy designs may be used for each individual
tenant/business within a multi-tenant commercial development provided that

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they blend aesthetically with the front façade of the building and has the
approval of the building owner and the Jurisdiction.

4.3.5 Establishments over 40,000 square feet (Large-scale Retail Centers).

A. Purpose. This section is intended to provide design standards for uses located in large-scale
buildings. The purpose is to ensure the compatibility of large buildings and their associated
impacts with the surrounding area, and to avoid large, undifferentiated building walls.
B. Applicability. Establishments having more than forty thousand (40,000) square feet of floor
shall comply with the design standards contained in this section. These standards are in
addition to the site design standards of the underlying zoning district. The size threshold refers
to an individual establishment and any associated outdoor areas used for display or storage.
C. Building Design Standards. Building design shall meet the standards in Table 4.3.5.

Table 4.3.5 Building Design Standards for Establishments over 40,000 Square Feet
DEVELOPMENT FEATURE STANDARD
Facades over 100 feet in length • Provide wall projections or recesses which are a minimum of
three feet in depth and a minimum of 20 contiguous feet long
within each 100 feet of facade length.
• Arcades, display windows, entry areas, or awnings shall be
provided along at least 60 percent of the facade.
• A repeating pattern of color, texture, or materials change is
required.
Roof and roof line • Provide a change in height every 100 linear feet of building
length.
Parapets, mansard roofs, gable roofs, hip roofs, or dormers
shall be used to conceal flat roofs and roof top equipment
from public view.
Exterior building materials • Brick, masonry, and/or wood; stucco to simulate brick,
masonry, or wood may be used; glass may be used in
combination with brick, masonry, and/or wood.
Parking • Shall not exceed 110% of the parking standard provided.
At least 20% of the required parking shall be provided in
pervious pavement, grass, gravel, turf block, or similar
material.
Structured parking is strongly encouraged.
Loading docks • Shall be screened from view from adjacent properties and
from the public right-of-way;
• Shall be located in the side or rear of the building or lot;
• Shall be set back by a minimum of 100 feet from any
residentially-zoned property.

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Outside storage and displays • Neither parking lots, nor areas immediately adjacent to the
buildings, other than the garden center uses, shall be used for
the sale of goods.
• Garden center goods shall be within areas enclosed by
decorative fencing and be at least partially screened.
• Exceptions to this provision include seasonal holiday trees,
seasonal sales of nursery supplies, and pumpkin sales.
• Screened from view from adjacent properties and from the
public right-of-way.
• Setback a minimum of 100 feet from any residentially zoned
property.
• In no instance shall outdoor display obstruct sidewalks or
otherwise impede pedestrian movement to the entrance of
the store.
Refuse and solid waste • Enclosed, except for an access gate, and screened from view
containers from adjacent properties and from the public right-of-way.
Seasonal sales (See Section. • Shall not occupy any required parking spaces or parking lot
12.07.030 regarding temporary aisles.
uses)
Open space • A minimum of 20 percent of the site shall be landscaped open
space.

4.4 Streetscape Standards.

4.4.1 Special Provisions for Major Corridors.

A. Applicability. This section shall apply to all parcels of land abutting Highway 138 West, Highway
42 North, Jodeco Road, Eagles Landing Parkway, Hudson Bridge Road, Rock Quarry Road, East
Lake Parkway, East Atlanta Road, North Henry Boulevard, Patrick Henry Parkway, Country Club
Drive, Flippen Road, Walt Stephens Road, Mount Zion Parkway, Campground Road and any other
roadway having a classification of “Collector” or higher. All state routes and associated rights-of-
way are within the jurisdiction of the Georgia Department of Transportation (GDOT) and any
improvements within these respective rights-of-way are subject to GDOT approval. All property
contained within any parcel subject to this section on the date of adoption of the ordinance from
which this section is derived shall continue to be subject to this section, even if the parcel is
subdivided in the future.
B. Streetscape Design Standards. The streetscape along the major highways shall be divided into
three (3) distinct zones consisting of a building frontage zone, pedestrian travel zone, and
fixtures/planting zone. The widths of each zone shall be as provided below:
1. Building frontage zones are encouraged to provide outdoor activities and gathering areas and
may be permitted at varying widths.

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2. Pedestrian travel zones shall be a minimum of ten (10) feet wide, paved in concrete and kept
clear and unobstructed for the safe and convenient use of pedestrians.
3. Fixtures/planting zones shall be a minimum of ten (10) feet wide and planted with grass, ground
cover or flowering plants. Within the fixtures/planting zone:
a. Sidewalk benches shall be placed in front of retail locations at a maximum distance of five
hundred (500) feet from one another.
b. Trash receptacles shall be placed at street intersections and at a maximum of five hundred
(500) feet apart from one another.
c. Bicycle racks should be located at a maximum distance of two hundred fifty (250) feet
apart.
d. Pedestrian scale lighting should be incorporated along all pedestrian paths and shall be
placed a maximum of every forty (40) feet on center.

4.4.2 Sidewalks.

A. Sidewalks shall have a minimum width of 5 feet along all roads in residentially zoned or used
areas.
B. Sidewalks shall have a minimum width of 6 feet in all commercial, industrial, and mixed-use
development areas. Unless on a street addressed in Section 4.4.1.
C. Continuous sidewalks must be provided to connect building entrances to required sidewalks
along street frontage.
D. Sidewalks shall be in compliance with ADA standards for Accessible Design.
E. Sidewalks shall be located along both sides of all public streets.
F. All sidewalks shall be accessible with ramps and other safety features, such as traffic strips for
sensory canes.
G. All grade changes along sidewalks shall be clearly marked.

4.4.3 Street Trees.

A. Street trees shall be provided in medians and all required landscaped strips adjacent to all
streets rights-of-way.

B. Landscape strips along any collector and arterial roadways shall be a minimum of 10-feet wide.

C. Street trees shall have a minimum 2.5-inch caliper and 6 feet in height at the time of planting
and be warranted by the developer for a period of 2 years.

D. Spacing of street trees and streetlight standards may be adjusted to account for driveways,
utility poles, fire hydrants and other obstructions and to provide adequate visual clearance for
intersections, driveways and traffic control devices.

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E. No street tree or streetlight standard shall be placed within 10 feet of another tree, streetlight
standard, utility pole or within 5 feet of a fire hydrant.

F. Appropriate street tree species include:

a. Large trees—Average spacing forty (40) feet on center:
• Nuttall Oak • Chinese Elm (varieties: Allee, Athena,
• Shumard Oak Drake, Bosque)
• Willow Oak • Bald Cypress (variety: Shawnee Brave)
• Gingko (variety: President, Autumn • Zelkova (variety: Green Vase or Village
Gold, male gender) Green)
• Princeton Elm • Northern Red Oak
• Red Leaf Maple

b. Small trees—Average spacing twenty (20) feet on center:
• Crepe Myrtle • Texas Redbud (Cercis reniformis)
• Saucer Magnolia (variety: Butterflies) • Kousa Dogwood
• Chinese Fringe Tree • Washington Hawthorn 'Princeton
Sentry'
• Golden Rain Tree
• Zelkova (variety: Wires)
G. No more than twenty-five (25) (or twenty-five (25) percent of the total number, whichever is
greater) of the trees installed may be of any one (1) genus.
H. No more than twenty-five (25) percent of the street trees used in a single development shall be
of the small tree species, unless limited by roadway classification or posted speed limit that affect
tree type placement.

4.8 Parking Requirements.

4.8.1 Purpose and Intent.

The intent of this section is to ensure the appropriate location and quantity of off-street parking and
loading and to ensure that all developments provide adequate and safe storage and movement of vehicles
consistent with generally accepted site design principles.

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4.8.2 Applicability.

A. Except as provided in this section, no application for a building permit shall be approved unless
there is included with the plan for such building, improvements, or use, a development plan
showing the required space reserved for off-street parking and loading. Occupancy shall not be
allowed unless the required off-street parking and loading facilities have been provided in
accordance with those shown on the approved plan.
B. Each use of land and each building or structure hereafter constructed or established, and each
addition to a structure shall provide off-street parking and loading according to the standards
set forth herein.
C. When an addition is made to a building containing less than the required parking or loading
requirements, off-street parking shall be provided for the entire building, based upon the
standards in this section.
D. No addition to an existing building shall be constructed which reduces the number of spaces,
area, or usability of an existing parking lot or loading space, unless such building and its addition
conform with the regulations for parking and loading contained herein.

4.8.3 Maintenance.

All off-street parking and loading areas shall be well maintained. Parking lots and loading areas shall be
free of potholes, debris, weeds, broken curbs, and broken wheel stops.

4.8.4 Calculation of Required Parking Spaces and Loading Spaces.

A. The table below “Parking and Loading Space Standards” specifies the required minimum
number of off-street parking spaces for each listed use. Where the calculation of the required
number of spaces results in a fraction, the number shall be rounded up to the next whole
number.
B. Where the unit of measure for determining the number of parking spaces is the number of
seats in a facility, the number of seats shall be the maximum occupancy allowed pursuant to
building and construction codes.
C. When multiple uses occupy a building, or a mixed-use development is proposed in separate
buildings under unified control, the parking and loading requirement shall be met by each use,
unless shared parking is approved according to the standards in this section.

4.8.5 Parking and Loading Space Standards.

The table below presents standards for parking and loading spaces. Where a use is not listed, the Director
shall determine the appropriate parking and loading standard. The determination shall be based on the
standards for similar uses.

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Parking and Loading Space Standards

Use Group Example of Types of Use Minimum Requirement

All areas are expressed in spaces per gross square feet of building area unless ground area or some
other measure is specified
Adult entertainment 10 per 1,000 sq. ft.
establishments
Assembly places with fixed Stadiums/auditoriums 1 per 4 fixed seats
seating Theaters/amphitheaters
Assembly places without fixed Meeting halls 1 per 35 sq. ft. in largest
seating Libraries assembly room
Auto dealerships, sales & New car sales 6.5 per 1,000 sq. ft.
service Used car sales
Service and parts
Bowling alley 5 per alley
Child care kindergarten Day care centers 1.7 per 1,000 sq. ft. + 1 per 4
Pre-school employees on the largest shift
Churches and other places of Churches 1 per 3.5 fixed seats in the
worship Cathedrals largest assembly area
Temples
Without fixed seating 1 per 30 sq. ft. in largest
assembly area
Clubs and lodges Country clubs 5 per 1,000 sq. ft.
Fraternal organizations
Club with golf course 50 per 9 holes + 1 per 1,000 sq.
ft.
Commercial, amusement, Amusement parks 1 per 4 fixed seats or 1 per 35
outdoor Skateboard parks sq. ft. of floor area used for
Batting cages moveable seats; plus 10 per
1,000 sq. ft. of ground area
identified for recreation and
assembly
Custodial care Halfway houses 2.5 per 1,000 sq. ft.
Dormitories and related Dormitories 1 per bedroom + 5 per 1,000 sq.
Fraternity houses ft. of common area
Sorority houses
Boarding houses
Festivals, outdoor Horse shows 2 per 1,000 sq. ft. of ground
Carnivals area identified for festivals and
Dog shows music festivals related seating
Arts and crafts
Financial institutions Banks 5 per 1,000 sq. ft.
Credit unions
Brokerage houses

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Funeral homes 1 per 3 fixed seats + 1 for each
25 sq. ft. in the largest assembly
room
Golf course, public and private, 50 spaces per 9 holes
without club facilities
Health care facilities Hospitals 1 per 4 beds + 1 per 3
Out-patient clinics employees
Convalescent home
Nursing home
Hotels and motels, no Apartment hotels 1 per room
restaurants Hotels
Motels
With restaurants 1.25 per room
Industrial and manufacturing Assembly plants 1 per 1,000 sq. ft.
Fabrication plants
Factories
Laboratories, scientific and Experimental labs 2.5 per 1,000 sq. ft.
related Fabrication plants
Factories
Medical offices Dental offices 4 per 1,000 sq. ft.
Related facilities Doctor's offices
Veterinary offices
Clinics
Mini-warehouses 1 per employee + 1 per 5,000
sq. ft.
Offices, general Freestanding offices 3 per 1,000 sq. ft. to 250,000 sq.
Office towers ft.; 2.8 per 1,000 sq. ft. all
Office parks exceeding 250,000 sq. ft.
Offices associated with other
uses
Personal service establishments Barber shops 5 per 1,000 sq. ft.
Beauty parlors
Laundromats/dry cleaners
Race track 1 per 4 fixed seats or 1 per 35
sq. ft. of floor area used for
moveable seats, + 10 per 1,000
sq. ft. of other spectator area.
Recreational facilities, indoor Billiard parlors 5 per 1,000 sq. ft.
Game rooms
Arcades
Skating rinks
Physical fitness centers
Museums
Recreation, private Tennis court 3 per court
Basketball court 4 per court

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Single family or mixed Swimming pool 6 per adult swimming pool + 1
residential use, association or per 15 dwelling units beyond 60
club served
Multifamily residential Included in basic parking
requirement
Recreation, public Basketball court 4 per court
Playing fields 50 per field
Tennis courts 3 per court
Driving range 2 per tee
Miniature golf 20 per 18 holes
Swimming pool 20 + 1 per 50 sq. ft. of pool area
Recycling centers 1.5 spaces per 1,000 sq. ft. of
building floor area and 2 spaces
per outdoor recycling collection
container; plus loading spaces.
Residential, multifamily 1 bedroom or efficiency unit 1.4 per unit
(fewer than 40 units/acre) 2 bedroom unit 2.0 per unit
3 bedroom unit 2.25 per unit
Residential 1 bedroom or efficiency unit 1.25 per unit 1.75 per unit 2.00
multifamily 2-bedroom unit per unit
high-rise (40 + units' acre) 3-bedroom unit
Residential, single family Detached dwelling 2 per dwelling unit
Duplexes
Mobile homes
Residential, retirement home Retirement homes 1.25 per dwelling unit
Retirement village
Restaurants, nightclubs and Cafeterias 10 per 1,000 sq. ft.
taverns (including outdoor Bars
seating) Dance clubs
Restaurants
Music clubs
Bistros
Retail establishments Boutiques 5 per 1,000 sq. ft.
Shops
Stores
Rental services
Art galleries
Food stores
Roadside stand 6 + 5 per 1,000 sq. ft. ground
area
Salvage, storage and/or junk 1 per employee plus 4 per acre
facility
Schools Junior high Larger of 2 per classroom or 1
Elementary per 35 sq. ft. in largest assembly
Middle area

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Secondary Larger of 10 per classroom or 1
per 35 sq. ft. in largest assembly
area
Colleges/Business colleges 5 per 1,000 sq. ft.
Tech/universities/trade
Conservatories
Service and repair Appliance repair shops 5 per 1,000 sq. ft.
establishments Bicycle repair shops
Shoe repair shops
General repair centers
Service stations and automotive Automotive garages 5 per 1,000 sq. ft.
repair centers Paint and body shops
Tire centers
Service stations
Warehousing and storage Commercial storage 1 per 2,000 sq. ft.
Distribution centers

Loading spaces required. Off-street loading spaces shall be provided as follows:
Off-Street Loading
Type of Use Gross Floor Area Loading Spaces
(Sq. Ft.) Required
Single retail establishment 0 to 19,999 None
services 20,000 to 49,999 One
50,000 to 250,000 Two
Over 250,000 Three
Shopping centers 0 to 19,999 None
20,000 to 49,999 One
50,000 to 100,000 Two
Each additional 100,000 One
Office buildings, 0 to 999,999 None
Apartment building over four 1,000,000 to 2,000,000 One
stories, More than 2,000,000 Two
Hospitals, health care
establishments,
Hotels and motels
Manufacturing, warehousing, Up to 14,999 One
wholesaling, etc. 15,000 to 39,999 Two
40,000 to 65,000 Three
Each additional 80,000 One
Recycling centers 2 loading spaces measuring no
less than 12 feet by 35 feet and
having 14 feet of vertical
clearance

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4.8.6 Parking Spaces for Disabled Individuals.

A. All uses shall provide parking spaces designated for access by disabled individuals.
B. The table below presents specifications for parking for disabled individuals.
Required Parking for Disabled Individuals

Total Parking Spaces Required Accessible Spaces Required

Up to 25 1
26—50 2
51—75 3
76—100 4
101—150 5
151—200 6
201—300 7
301—400 8
401—500 9
501+ 2% of total
required spaces

C. Accessible spaces shall be marked on the pavement and by appropriate signage, both markings
to use the universally accepted "handicapped" symbol. Such spaces shall be located in closest
proximity to major building entrances, but in no event shall such spaces be more than one
hundred (100) feet from an entrance.
D. Ramps shall meet the design standards set forth in the Georgia Accessibility Code Chapter 120-
3-20 of the Rules and Regulations of the Georgia Safety Fire Commissioner.

4.8.7 Design Requirements for Parking Lots, Parking Spaces, and Loading Areas.

Off-street parking lots, individual parking spaces, loading areas, and loading stalls shall be designed to
conform to the following criteria and standards:
A. All multiple-family, commercial, and industrial uses shall provide a paved, dust-free surface.
The use of approved permeable or pervious pavement materials is encouraged, provided such
paving is approved for use by the Director.
B. All off-street loading stalls shall have access from a public street.
C. Loading stalls are not to hinder movement of pedestrians or vehicles over a street, sidewalk, or
alley, or to and from an off-street parking area.

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D. Off-street parking and loading areas that are to be used at night shall include proper
illumination for the safety of pedestrians, vehicles, and for security purposes. Lighting shall be
located and shielded to avoid direct illumination of adjacent properties.
E. Each off-street parking space shall be clearly marked, and directional arrows or signs shall be
provided wherever necessary. Markers, directional arrows, and signs shall be properly
maintained to ensure their maximum efficiency.
F. All off-street parking, loading, and service areas shall be drained to prevent damage to abutting
properties and/or public streets and shall be constructed of materials that shall assure a surface
resistant to erosion.
G. All off-street parking, loading, and service areas shall be separated from walkways, sidewalks,
and streets by curbing or other suitable protective device.
H. The design standards in the table below shall be used to achieve compliance with parking
provisions of this chapter.
Parking Space Dimensions

Type of Parking Space Required Dimensions of Parking Spaces
Full-size automobile space: 45° angle 9' wide; 25' deep
Full-size automobile space: 60° angle 9' wide; 22' deep
Full-size automobile space: 90° angle 8'6" wide; 20' deep
Full-size automobile space: Parallel to walk 8'6" wide; 20' deep
Compact automobile space: 90° angle 8' wide; 19' deep
Handicapped spaces Refer to the Georgia Accessibility Code Chapter
120-3-20 of The Rules and Regulations of The
Georgia Safety Fire Commissioner

I. There shall be provided adequate interior driveways to connect each parking space with a
public right-of-way as indicated in the table below
Parking Lot Design
Required Width of Interior
Parking Design (degree of angle)
Driveways and Aisles (feet)
24 90°
18 60°
12 Parallel
12 One-way traffic: Not adjacent to parking
24 Two-way traffic: Not adjacent to parking

J. The specifications in the table below are the design requirements for off-street loading stalls.
Off-Street Loading Stall Design

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Wholesale and Industrial Uses:
Width 10 feet
Length 50 feet
Overhead clearance 14 feet
All Other Uses:
Width 10 feet
Length 35 feet
Overhead clearance 14 feet

4.8.8 Shared Parking Arrangements.

A. Adjacent uses, multiple uses within a unified development, or establishments with multiple
tenants of different uses may provide shared parking facilities. Such shared parking facilities
may have a reduced quantity of parking as compared to the sum of parking spaces required for
each individual use.
B. Where shared parking facilities are proposed, the following standards shall be met:
1. There shall be a paved driveway connection between the adjacent developments such
that automobiles may move from one (1) parcel or use to the adjacent parcel or use
without exiting to the public street.
2. There shall be a designated pedestrian connection from all uses to the shared parking
facility.
3. The owners of developments involved shall execute a cross-access and cross-parking
agreement, provided in a recordable instrument, acceptable to the City. The agreement
shall guarantee the joint use of a specified number of parking spaces.
4. The number of spaces in the shared parking facility shall be determined by one (1) of the
methods the below.
C. The calculation of required spaces in a shared parking facility shall use one (1) of the two (2)
methods described below:
1. A parking study may be conducted to provide evidence of the combined parking
requirements of the proposed uses.
a. The study shall be prepared by a professional engineer with documented traffic
expertise.
b. The study shall include estimates of parking requirements based on professionally
accepted data or studies, such as from the Institute of Traffic Engineers, Urban Land
Institute, or other sources acceptable to the City.

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c. Parking requirements shall be based on uses that are the same or comparable to the
proposed uses. Comparability shall be determined by density, scale, bulk, area, type
of activity, and location in relationship to other uses and the transportation system.
d. Parking requirements shall be based upon peak hours of need for each use proposed
to share parking facilities. The hours of maximum, or peak, parking demand of the
respective developments shall not overlap.
e. The study shall document the source(s) of data used to develop recommendations.
f. The study shall document the extent to which transportation system management
and alternative forms of transportation (pedestrian and bicycle) reduce the parking
requirement.
g. The study shall document the availability of off-site parking to meet a portion of the
parking requirements. Off-site parking shall not be located more than one hundred
fifty (150) feet from the uses that require parking. The study shall be accompanied
by documentation to demonstrate the continued availability of the off-site parking,
such as easements or other recordable instruments.
2. Shared parking may also be determined by the following method:
a. Calculate the parking requirement for each proposed use, as set forth below.
b. Multiply each amount by the corresponding percentages from the table below for
each of the five (5) time periods.
c. Total the amount of parking for each time period.
d. The highest parking requirement shall be the minimum number of spaces required
for the shared use facilities.
Shared Parking Demand Calculations
General Week Days Weekend
Land Use Daytime Evening Daytime Evening Nighttime
9 a.m.—4 6 p.m.—12 M 9 a.m.—4 6 p.m.—12 M 12 M—6 a.m.
p.m. p.m.
Office or
100% 10% 10% 5% 5%
industrial
Commercial 60% 80% 100% 60% 5%
Hotel/motel 60% 100% 60% 100% 60%
Restaurant 70% 100% 75% 100% 10%
Entertainment 50% 100% 80% 100% 0%

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4.8.9 Administrative Reduction of Spaces Constructed.

The Director of community development/planning and zoning may authorize a reduction in the total
number of parking spaces constructed on a site to no less than ninety percent (90%) of the basic
requirement when all of following conditions are met: The request for reduction in parking shall show
that the reduction is justified on the basis of characteristics unique to the specific proposed use of the
property in contrast to the characteristics of other uses within the same category.
A. Adequate land area for meeting the basic parking requirement is located on and designed for
the site whether at grade or in parking decks. The unconstructed portion of the parking shall
be clearly delineated and labeled "Future Parking" on the site plan.
B. Prior to granting the reduction in total parking spaces constructed, the Director of community
development/planning and zoning shall conclude that the reduction is justified, and shall
approve, in whole or in part, or deny the request stating the reasons therefore in the report.
C. If the Director finds that the parking reduction is no longer justified, the Director shall notify
the owner to construct the number of parking spaces necessary to meet the required level.
D. Prior to any change in ownership or use, the owner must apply to the Director for an evaluation
and confirmation of the reduction.

4.8.10 Acceptable Locations for Off-Street Parking.

All required parking spaces must be located on an all-weather surface.
A. Single Family Uses. Within single-family and two family dwellings, the parking or storage of
vehicles shall be prohibited except on an all weather surface. Off-site location of required
parking spaces is prohibited. Unenclosed parking spaces may occupy a side yard, and no more
than fifty percent (50%) of a required rear yard. A maximum of two (2) spaces may be permitted
adjoining the entrance to a front entry garage or carport or adjoining the end of a driveway
whenever no garage or carport exists. Garage and carport spaces may count toward the
minimum required spaces in single family districts.
1. Within single family districts when utilized for other than a single-family dwelling, the
parking or storage of vehicles shall be located in accordance with the Office/Institutional
Uses requirements. The visible storage or parking of more than four (4) vehicles at a single-
family residence shall be unlawful. Parking or storage of a junk or salvage vehicle shall
constitute an unlawful use except that no more than two (2) such vehicles shall be permitted
if parked or stored in a garage or carport not visible from a street or adjacent residential
property.
B. Residential Townhouse Developments: Individually subdivided parcels shall adhere to single-
family district standards except that no off-street parking or driveways shall be located within

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ten (10) feet of any perimeter lot line. Garage carport spaces count toward the minimum
required spaces.
C. Multifamily Apartments or Condos Developments: No off-street parking shall be permitted
within the required setback for the front yard and the side corner yard. Driveways shall not be
located nearer than ten (10) feet to any side or rear property line. No off-street parking space
shall be located within twenty-five (25) feet of any side or rear property line adjacent to a
single-family dwelling district or use, nor within ten (10) feet of any other property line.
D. Office/Institutional Uses. No off-street parking shall be permitted within the required setback
for the front yard and the side corner yard. No off-street parking shall be permitted within
twenty-five (25) feet of any property line which adjoins a single-family residential district or
use. Off-street loading areas shall be provided in the rear or interior side yards.
E. Commercial Uses. Uses devoted to commercial establishments shall provide no off-street
parking within twenty-five (25) feet of any property line that adjoins a residential district or use
and off-street loading areas shall be provided in the rear or interior side yards.
A. Industrial Uses. Uses devoted to manufacturing, warehousing, commercial and other uses
permitted in industrial districts shall provide no off-street parking within twenty-five (25) feet
of any property line which adjoins a residential use or district.

4.8.11 Limitation on Trucks.

Except for trucks used in farming the property on which they are located, or trucks used in conjunction
with a permitted use, trucks and/or trailers exceeding four (4) tons empty weight shall not be stored or
parked in any residential zoning district unless engaged in moving household goods or making deliveries.

4.8.13 Off-Site Location of Required Parking.

An administrative permit for off-site parking may be considered and issued by the Director.

4.8.14 Parking in Landscape Areas and Buffers.

No required parking shall be permitted in any required landscape area or buffer.

4.8.16 Off-Street Parking Design Requirements Angled or Parallel Parking.

Aisles serving off-street parking shall be no fewer than twenty-two (22) feet in width, except that aisles
designed for one-way circulation systems shall be no fewer than fourteen (14) feet in width for 0-45-
degree parking, eighteen (18) feet in width for 46- to 60-degree parking and twenty-two (22) feet in width
for 61- to 90-degree parking. A standard parking space shall measure no fewer than one hundred fifty-
three (153) square feet and shall be no fewer than eight and one-half (8.5) feet wide. Twenty percent
(20%) of the total parking spaces may be designated as compact car spaces. A compact space shall
measure a minimum of one hundred twenty (120) square feet with a minimum width of eight (8) feet.

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Each compact space shall be clearly marked. No part of a vehicle shall overhang into a landscaped portion
of a required landscape area.

4.8.17 Parking and Storage of Major Recreational Equipment.

A. Major recreational equipment and vehicles, such as boats, recreational vehicles (RVs), and trailers,
may be parked or stored on side yards or rear yards or in a carport or enclosed building; provided,
however, that such equipment may be parked anywhere on residential premises for a period not to
exceed twenty-four (24) hours during loading or unloading. In the case of a corner lot, no vehicles
may be parked or stored in the side yard on the street side of the lot.
B. The Community Development Director is authorized to allow such equipment to be used as living
quarters in the following situations, provided that adequate documentation is provided prior to
establishing them:
1. Family hardships and catastrophic events.
2. Temporary visitations.
3. Temporary dwelling when a primary structure is being built or modified on the same
property.
4. No more than two (2) such vehicles are allowed to be occupied on-site at any one time.
No separate permanent utility hook-ups or fixtures may be installed at any time.
Furthermore, no recreational vehicle shall create a safety hazard, including blocking, or
otherwise obstructing, public rights-of-way or sidewalks. Such equipment may be used
for a period not to exceed thirty (30) consecutive days; however, the Director may
approve two extensions up to ninety (90) consecutive days each. Any further extensions
must be approved by the City manager.

4.8.18 Parking and Storage of Commercial Vehicles.

Parking, storing, or maintaining any commercial vehicle shall be prohibited in all residential subdivisions,
and in all residential zoning districts .

4.8.19 Electrical Vehicle Charging Stations (EVCS)

A. It is strongly encouraged, but not required under this ordinance, that a minimum of one accessible
EV Charging Station be provided.
B. Accessible EV Charging Stations should have a barrier-free route of travel and be in close proximity
to the building. It is not necessary to designate the accessible EV Charging Station exclusively for
disabled users. Separate from these regulations, the Americans with Disabilities Act (ADA) may
require EV Charging Stations to meet accessibility requirements.
C. EV Charging Stations does not impact the number of minimum or maximum vehicle spaces
required, as provided.

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4.5 Buffer Requirements.

4.5.1 Applicability.

Buffers shall be required between dissimilar districts or uses in accordance with the provisions of the
Zoning Ordinance or as a condition of zoning, conditional use or variance approval.

4.5.3 Location, Measurement, and Design of Buffers.

A. Buffers shall meet the minimum width requirements contained in the Zoning Ordinance,
except as authorized to be reduced by the applicable buffer reduction process, as follows:
a. As specified in the "Buffer Area Standards Table"; or
b. As specified in a residential zoning district for a permitted non-residential use
(e.g. a church, temple, synagogue, etc.); or
c. As required by a condition of zoning, conditional use, or variance approval

B. Buffers shall be natural, undisturbed, and free of encroachments except as authorized
by a condition of zoning, special use or variance approval, or as authorized herein,
and shall contain the existing tree cover and vegetation as well as any supplemental
plantings or replanting’s as may be required.

C. Buffers shall be located on the outer perimeter of a lot or parcel, parallel to the lot or
parcel boundary line. Buffers shall not occupy any portion of an existing, dedicated, or
reserved public or private street, or right-of-way.
D. Buffers required alongside property lines shall extend to a street right-of-way line
unless otherwise required by the Director in order to observe the sight distance
requirements contained in the Development Regulations, or as authorized by a condition
of zoning, special use, or variance approval.

E. In situations where the required buffer width is partially or completely contained within
an existing easement (e.g. power or natural gas transmission, etc.), the screening
requirements of this Ordinance shall be met outside of the easement area, to ensure a
continuous buffer.
F. Buffer width is measured from the property line.
G. Buffers plantings shall be designed taking into consideration existing conditions, including
but not limited to soils, topography, streams, and existing vegetation. . Native vegetation
shall be used for landscaping and buffering unless the applicant demonstrates that the use

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of non-native, drought-resistant plants would best serve the site and advance the objectives
of this section.

H. Buffers shall be maintained, in perpetuity, by the property owner.

4.5.4. Buffer Area Standards.

A. The minimum buffer area standards are as follows:

Buffer Area Standards

Proposed Land Use Adjacent Zoning District Minimum Buffer Width

Office-Institutional RR, SR, CCR, MFR and RMH 50 feet
Commercial
Mixed-use areas

Industrial RA, SR, CCR, MFR, and RMH 100 feet

Manufactured home parks RA, SR 25 feet
Duplex Development
Multifamily development

All other situations 25 feet

4.5.5 Plant Materials for Buffers on Nonresidential Developments.

A. Existing plants within a designated buffer area shall not be removed unless the plants are
dead, dying, diseased, hazardous, or invasive. Where no natural buffer exists or where the
administrator finds that existing vegetation does not provide an appropriate buffer, the
following plant materials are required for each fifty (50) linear feet of 50 feet wide buffer,
quantities shall be doubled for 100 foot wide buffers:

1. Two (2) canopy trees.

2. Two (2) understory trees.
3. Ten (15) screening shrubs. Shrubs may be evergreen and/or deciduous but must reach a
mature height and width greater than 4 feet.

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4.5.6 Plant Materials for Buffers on Residential Developments.

A. The following plant materials shall be required for each fifty (50) linear feet of buffer
on a residential development:
1. One (1) canopy tree.
2. Two (2) understory trees.
3. Ten (10) screening shrubs. Shrubs may be evergreen and/or deciduous but must reach a
mature height and width greater than 4 feet.
B. Buffer areas shall meet the standards for landscape plant materials set forth in Section 5.01.04.

4.5.7 Non-Vegetative Screening.

A. Non-vegetative materials utilized in addition to the use of existing vegetation and/or
supplemental plantings, may consist of walls, fences, earthen berms or any combination
thereof. While non-vegetative screening materials may be utilized in addition to natural,
enhanced or planted buffers, they are not a replacement of, nor exemption from the
requirement to plant buffers.
B. If walls or fences are to be utilized, their placement and installation shall be such to cause
minimal disturbance of existing vegetation.

4.5.8 Disturbance or Encroachments.

A. Ditches, swales, stormwater conveyance facilities, stormwater detention ponds, sanitary
sewer conveyance facilities, similar facilities, and any associated easements, shall not
encroach into a buffer except for necessary access and utility crossings (e.g. stormwater
or sanitary sewer pipes) may encroach into the buffer as near to perpendicular as practical.
B. Land disturbance is authorized in areas of a buffer that are devoid of significant existing
vegetation provided that the final grade and replanting of vegetation meet the
requirements contained herein.
C. Dead, dying, diseased, hazardous, or invasive vegetation may be removed from a buffer
provided minimal disturbance occurs. Vegetation removed shall be replaced where
necessary to meet the buffer requirements contained herein. A Landscape Architect
and/or Certified Arborist shall identify dead, dying, diseased, hazardous, or invasive
vegetation for removal.

4.5.9 Protection During Land Disturbing Activities.

A. During authorized land disturbing activities, buffers shall be clearly demarcated and
protected prior to commencement of, and during, construction.
B. The method of demarcation and protection shall at a minimum be a continuous single
row of 4 foot tall orange vinyl (or other high visibility color) tree protection fence, clear

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marked with signage every 25’ which states “Vegetation Protection Zone Do Not Enter or
Disturb” or shall be protected as additionally required by the Department.

4.6 Landscape Requirements.

4.6.1 Applicability and Provision of Landscape Plans.

A. These requirements shall apply to all properties to be used, developed, or redeveloped
within the City, except as may specifically be exempted below.
B. In order to demonstrate compliance with the requirements of this section, a landscape
plan, prepared by a Professional Landscape Architect shall be submitted with applications
for development approval, for all developments.
C. The following types of development are exempt from the requirements of this Section:

1. Single-family dwellings;

2. Duplex buildings; and

3. Applications for accessory uses, accessory structures, or temporary uses.

4.6.2 Maintenance Requirements.

A. All landscaped areas shall be maintained to ensure that plant materials remain healthy.
Any diseased or dead plant materials shall be replaced as soon as reasonably possible
based on the growing season, but not later than six (6) months following identification
of the need for replacement.
B. Necessary trimming and maintenance shall be performed to maintain the health of the
plant materials, to provide an aesthetically pleasing appearance and to ensure that
landscape and buffer areas serve the intended purpose.

4.6.3 Landscape Standards for Nonresidential Development.

A. Required landscaped areas, including general landscaping, parking lot landscaping,
perimeter landscaping and buffer areas shall not be disturbed by grading, property
improvements or construction activities, except where necessary to prevent a nuisance,
or to maintain natural plant growth, or to remove diseased, misshapen, or dangerous and
decayed trees.
B. All landscaped areas, including general landscaping, parking lot landscaping, perimeter
landscaping and buffer areas shall utilize existing natural vegetation in an undisturbed
state provided that the existing vegetation is appropriate for inclusion.
C. A minimum of twelve (12) percent of the total buildable area in any parcel shall be devoted
to landscaping.

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D. The requirement to provide landscaping shall be in addition to any required buffers.
E. The site design standards for landscaping are provided in the table below.

Site Design Standards for Nonresidential Landscaping

Location of Landscaping Number of Plants Type of Plants

50 percent trees
Front yard setback 1 tree per 40 linear feet
Grass or ground cover

50 percent large trees
Side yard setback 1 tree per 25 linear feet
Grass or ground cover

Rear yard setback 1 tree per 25 linear feet Grass or ground cover

4.6.4 Residential Landscape Standards.

A. Prior to issuance of a certificate of occupancy, any parcel of land for which a building
permit has been requested shall have preserved or planted trees, meeting the following
standards:
1. Minimum caliper for planted trees is two and one half (2.5) inches.

2. A minimum of seventy-five (75) percent of planted trees shall be hardwoods.

3. All recorded lots within a subdivision shall have planted or preserved the required
number of trees according to the zoning district, as set forth Title 14.
4. Requirements for planting or preserving trees are in addition to requirements for
landscaping and buffer areas but may be located in the landscaping and/or buffer
areas.
B. Tree planting requirements.

Tree planting requirements are presented in the table below.

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Tree Planting Requirements

Zoning District Number of Trees Planted or Preserved

First acre Each additional ¼ acre

RR 10 2

SR 7 2

MFR, MHR 10 2

CCR 4 trees per parcel (no matter the parcel
size)

4.6.5 Landscape Requirements for Parking Lots.

A. Perimeter landscaping for parking lots. A landscaped area having a minimum horizontal
dimension of 10 feet shall be maintained between the prescribed buffer and a parking lot.
The width of a sidewalk shall not be included within the 10-feet perimeter landscape area.
B. Interior landscaping.

1. Parking lots with twenty (20) or more parking spaces shall provide interior landscaping.

2. Parking lots shall be designed so that no more than twelve (12) parking spaces occur in
an unbroken row without an intervening landscaped area having a minimum width of
ten (10) feet measured from the back of curb to back of curb.

3. Interior planting areas may be landscape islands at the end of parking bays,
landscape islands within rows of parking spaces, or landscape strips between
rows of parking spaces. No planting area shall be less than 10 feet wide in the shortest
dimension. Planting areas may also be located within driveway medians, provided the
median is a minimum of ten (10) feet wide.
4. A minimum of two (2) canopy trees shall be planted for every 12 parking spaces
provided. Planting area per canopy tree shall be a minimum of three hundred (300)
square feet.
5. Trees should be placed within interior islands to maximize shading of the pavement.
6. Vehicle stops or curbing shall be used to ensure that vehicles do not overhang
required landscaped areas.

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4.6.6 Landscape Plant Materials Standards.

A. All plant materials shall meet the following general requirements:
a. All plant materials shall be nursery grown, number 1 grade and installed according to
accepted industry standard planting procedures.
b. All plant materials shall meet current American Association of Nurseryman Standards.
B. All plant materials shall meet the size and location specifications presented in the table below.

Plant Materials Specifications

Plant Minimum Size at Planting

Canopy trees 2.5-inch caliper

Understory trees 2-inch caliper
— single trunk

Understory trees 5 feet in height
— multiple trunks

Large screening shrubs 36 inches in height

Shrubs 24 inches in height

Ground cover 4 inch pot

Grass Sodded, sprigged, plugged, or seeded, except that sod shal
be used in drainage swales or other areas subject to
channelized or concentrated sheet flow of runoff.

C. Spacing requirements for trees shall include consideration of trees planted on abutting
properties. Trees may be grouped, so long as a sufficient planting area is provided as set forth
in paragraph C., below.

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D. Trees shall be planted in locations away from septic tanks and drain fields.

E. Planting areas shall meet the following specifications:

1. A planting area of three hundred (300) square feet shall be required for each
canopy tree.
2. A planting area of one hundred (100) square feet shall be required for each understory
tree.

3. The minimum dimension of any planting area shall be ten (10) feet.

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Chapter 5: NONCONFORMING STANDARDS

5.1 Nonconforming Lots, Structures and Uses.

5.1.1 Generally.

A. Lots, structures or uses that were lawfully established prior to adoption of this Unified
Development Code, but which do not comply with the requirements set forth in this Unified
Development Code, are considered legal, nonconforming lots, structures or uses.
B. The intent of this section is to allow such nonconformities to continue until they are removed
or abandoned. The intent of this section is also to ensure that nonconformities shall not be
enlarged, expanded or extended, nor be used as grounds for creating lots, or adding structures
or uses prohibited in a particular zoning district.
C. Nonconforming uses are hereby declared incompatible with uses permitted in the zoning
district in which the nonconforming use is located.
D. Nothing in this section shall be construed to prevent the ordinary and routine maintenance and
repair of nonconforming structures, or structures that contain nonconforming uses, provided
the following circumstances exist:
1. Repairs do not exceed ten (10) percent of the current replacement cost of the
nonconforming portion of the structure during any period of twelve (12) consecutive
months; and
2. The cubic area of the structure is not increased.
E. A structure damaged by any means to an extent more than fifty (50) percent of replacement
cost at the time of the occurrence shall be rebuilt only in conformity with this Unified
Development Code.
F. Fair market value, where required, shall be determined by reference to current rules and/or
regulations pertaining to real estate assessment and the records of the Henry County Tax
Assessor.
G. A structure damaged by any means to an extent less than fifty (50) percent of the fair market
value may be restored and occupied as before the damage, provided the following condition is
met:
1. Restoration shall be commenced within six (6) months from the date damages were
incurred.

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Rebuilding and use of the land or structure not commenced within six (6) months shall thereafter
conform to the provisions of this Unified Development Code.
H. A nonconforming structure, or a structure containing a nonconforming use, declared by the
Director to be physically unsafe or unlawful due to lack of repairs and maintenance shall not
thereafter be restored, repaired or rebuilt except in conformity with the regulations of the
zoning district in which it is located.

5.1.2 Nonconforming Lots of Record.

A. A single family dwelling and permitted accessory structures may be built on a single lot of
record in any zoning district in which single family dwellings are permitted, subject to the
following conditions:
1. The lot of record was established on or before the effective date of this Unified
Development Code;
2. The lot of record is held in separate ownership from adjacent lots with continuous
frontage on the same street;
3. The lot is nonconforming due to failure to meet standards for the zoning district for
minimum lot area and/or minimum lot width; and
4. The lot is developed in compliance with standards for front, side, and rear yard setbacks
and building height for the zoning district in which it is located.
B. Lots of record with continuous frontage that became nonconforming on the effective date of
this Unified Development Code shall meet the following requirements prior to establishment
of any use or development:
1. The lots of record consist of two (2) or more lots, combinations of lots, and portions of
lots that are in single ownership and have continuous frontage;
2. A lot or a portion of a lot does not meet the standards of the zoning district for lot area
and lot width;
3. The combination of lots shall be considered to be an undivided parcel for the purpose of
developing according to the site design standards of the zoning district;
4. No portion of the undivided parcel shall be used or sold in a manner that does not comply
with minimum lot area and minimum lot width requirements established by this Unified
Development Code; and
5. No lot shall be created that does not comply with the lot area and lot width standards of
this Unified Development Code.

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5.1.3 Nonconforming Structures.

A lawfully established structure that becomes nonconforming on the effective date of this Unified
Development Code may remain subject to the following conditions:
A. The structure is only nonconforming as concerns the following site design standards:
1. Minimum lot area;
2. Maximum lot coverage or impervious surface ratio;
3. Maximum building height;
4. Minimum front, side and rear yard setbacks; and
5. Other requirements regarding building location on the lot.
B. The structure shall comply with all other standards and requirements of this Unified
Development Code.
C. The nonconforming structure shall not be enlarged.
D. The structure or portion thereof may be altered to decrease the degree of nonconformity.
E. A nonconforming structure relocated any distance for any reason shall be brought into
conformance with the site design standards of the zoning district to which it is relocated.

5.1.4 Nonconforming Uses.

A lawfully established use that becomes nonconforming at the time of adoption of this Unified
Development Code may continue subject to the following stipulations:
A. A structure containing a nonconforming use shall not be enlarged, extended, built, rebuilt,
relocated or structurally altered except to change to a use permitted in the zoning district in
which the structure is located.
B. A nonconforming use shall not be extended to occupy any area outside the existing structure
devoted to the use. Any nonconforming use may be extended throughout any portion of a
building that was manifestly arranged or designed for such use on the effective date of this
Unified Development Code or amendment thereto.
C. A nonconforming use that is replaced by a permitted use on land, in a structure, or structure
and land in combination shall not be resumed. A nonconforming use cannot be replaced by
another nonconforming use.
D. A nonconforming use of land, a structure or structure and land in combination that is
abandoned for more than six (6) consecutive months (except when government action impedes
the use of, or access to, the premises) shall not be resumed. The use, structure, or structure
and land in combination shall not thereafter be used except in conformity with the regulations
of the zoning district in which it is located.

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5.1.5 Termination of Detrimental Nonconforming Structures or Uses.

A. Certain uses of land, buildings or structures are found to have an adverse effect on
implementing the comprehensive plan. Such uses shall be discontinued following the
amortization period set out in subsection 5.1.5B below, irrespective of the requirements for
nonconforming uses set forth in Sections 5.1.1 through 5.1.4, above.
B. The following uses shall be removed or rendered conforming within the specified amortization
period. The amortization period shall commence upon the effective date of this Unified
Development Code.
1. Fences, walls and vegetation that constitute a hazard by virtue of impairing sight distances
at a curve or intersection shall be rendered conforming or removed within sixty (60)
calendar days.
2. All site design standards for fencing, screening and buffering of commercial or industrial
uses, as set forth in Chapter 4 of this UDC, shall be met within sixty (60) calendar days.
3. Nonconforming open storage operations, such as truck parking, automobile wrecking,
salvage material storage, and similar uses, shall be rendered conforming within sixty (60)
calendar days.

5.1.6 Regulation of Specific Nonconforming Structures.

A. Mobile Homes/Manufactured Homes.
1. All mobile homes located in a mobile home development shall provide documentation of
compliance with the National Mobile Home Construction and Safety Act or compliance
with specifications presented by the American National Standards Institute. Existing
mobile homes within mobile home developments not in compliance with either of these
standards shall be deemed nonconforming.
2. An existing, nonconforming mobile home that was lawfully permitted prior to the
effective date of this Unified Development Code may be replaced with another mobile
home of the same size meeting the requirement set forth in paragraph A.1., above and
the requirements of this chapter within 60 calendar days of the date of removal of the
existing mobile home.

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Chapter 6: BOARDS AND COMMISSIONS

6.1 Generally.

The boards and commissions described in this Chapter 8 are established for the purpose of implementing
the provisions of the Unified Development Code. These boards and committees shall have the powers and
duties described herein and necessary to achieve this purpose.

6.2 City Planning Commission.

6.2.1 Creation.

The City Planning Commission (Planning Commission) is hereby established and shall be referred to as the
Planning Commission.

6.2.2 Membership.

A. Composition.
1. The Planning Commission shall be composed of six (6) qualified members.
2. Each member shall be appointed by the Mayor and City Council.
B. Term of Office. All members shall be appointed for a term of four (4) years; provided however, that
in the initial appointment, three (3) of the members shall be appointed for a term of two (2) years.
An appointment to fill any vacancy shall be for the remainder of the unexpired term of office.
C. Removal. Notwithstanding any provision to the contrary, a member may be removed by a majority
vote of Mayor and City Council.
D. Qualifications and Compensation.
1. In order to be qualified, all members shall complete training for Planning Commission members
and shall receive a certificate of completion from an agency or organization competent to train
appointed planning officials within one (1) year of appointment.
2. Each member shall be compensated in a manner prescribed by the Mayor and City Council.

6.2.3 Quorum.

A. Three (3) members shall constitute a quorum for the transaction of business. All rules, policies and
procedures governing the Planning Commission shall be hereinafter governed by this requirement.
B. It shall require the affirmative vote of three (3) members of the Planning Commission to properly
carry any motion before the Planning Commission.

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6.2.4 Officers.

A. The Planning Commission shall elect one (1) of its appointed members as chair. The chair shall serve
for one (1) year or until re-elected or a successor is elected.
B. A second appointed member shall be elected as vice chair and shall serve for one (1) year or until re-
elected or a successor is elected.
C. The Planning Commission shall appoint a secretary, who may be an officer or an employee of the
governing authority or a member of the Planning Commission.

6.2.5 Meetings.

A. The Planning Commission shall meet once each month at a date and time established by the Planning
Commission. This schedule may be altered due to unforeseen circumstances at the discretion of the
Planning Commission.
B. Additional meetings may be called according to procedures established by the Planning Commission.

6.2.6 Rules and Operating Procedures.

A. The Planning Commission shall follow any by-laws and rules for the transaction of business adopted
by the Mayor and City Council.
B. The Planning Commission shall maintain a record of its resolutions, transactions, findings, and
determinations, which record shall be a public record.

6.2.7 Duties and Responsibilities.

A. The Planning Commission shall have the following powers and duties:
1. Prepare and recommend for adoption by the City a zoning ordinance or resolution and zoning
map for the City. The zoning ordinance shall be contained within the Unified Development
Code.
B. All City staff shall, upon request and within a reasonable time, furnish to the Planning Commission
such available information as the commission may require for performance of its work.
C. Mayor and City Council may refer any matter to the Planning Commission for study, review, and
recommendation prior to the Mayor and City Council rendering a final decision on the matter.

6.3 Authority.

6.3.1 Applications Subject to the Planning Commission.

A. The following applications shall be reviewed by the Planning Commission and
recommendations provided to the Mayor and City Council.

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1. Rezoning of property and amendments to the official zoning map.
2. Amendments to the Unified Development Code.
3. Amendments to the comprehensive plan and associated future land use map.
4. Variances.
5. Conditional uses.
6. Modifications to conditions placed on conditional uses and/or variances.

6.3.2 Applications Subject to Mayor and City Council Action.

A. The following applications shall be reviewed and decisions rendered by the Mayor and City
Council:
1. Rezoning (amendment of the official zoning map) of property.
2. Amendment of the future infrastructure map.
3. Amendments to the Unified Development Code.
4. Amendments to the comprehensive plan.
5. Appeals of administrative and Planning Commission decisions.
6. Modifications to conditions placed on rezonings.
7. Major modifications to master development plans.
8. Variances.
9. Conditional uses.
10. Modifications to conditions placed on conditional uses and/or variances.

6.4 Procedures for Conducting Public Hearings.

The following rules of procedure in compliance with O.C.G.A. § 36-66-5 shall govern public hearings before
the Planning Commission and the Mayor and City Council:
A. Each person speaking before Mayor and City Council shall identify him or herself by name,
address, and state whether the applicant is owner or agent for the owner.
B. Each applicant or other interested party who submits documents at the hearing shall have each
document numbered and shall identify each document. Each document submitted shall be
made a part of the official record of the hearing.
C. Time Allotted for Testimony:
1. Each applicant shall have ten (10) minutes to present data, evidence, and opinions
pertinent to the application. A portion of this time may be saved for rebuttal.

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2. Persons in opposition to rezoning of property or amendment to the zoning ordinance shall
have a total of ten (10) minutes to address the commission. Each person shall provide the
Director with his or her name and address.
3. Additional time may be granted equally to the applicant and opponents at the discretion
of the Mayor or the chair of the Planning Commission.
D. At the conclusion of a hearing by the Planning Commission the chair shall announce its decision
or recommendation, as required, and instruct the Director to notify the applicant of such
decision or recommendation in writing. The notification shall be made a part of the record on
the date written notification is given to the applicant.
E. At the conclusion of a hearing by Mayor and City Council, the Mayor and City Council may take
the following actions:
1. Approve the application.
2. Approve the application with conditions.
3. Deny the application.
4. Continue or postpone their deliberations for rendering their decision to a date certain.
5. Remand matters to the Planning Commission for additional review and consideration in a
duly advertised public hearing.
Mayor and City Council shall announce its decision and instruct the Director to notify the applicant of the
decision in writing. The written notification shall immediately be entered on the minutes and made a part
of the record on the date such written notification is given to the applicant.

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Chapter 7: ZONING AMENDMENTS

7.1 Application Requirements.

7.1.1 Pre-application Conference.

A. The purpose of the pre-application conference is to provide an opportunity for the applicant to
consult with City staff for advice and assistance prior to preparation of a zoning application.
This will enable the applicant to become familiar with the approval process, required
documents, the comprehensive plan, and public hearing standards that may affect the
proposed development.
B. The intent of this Unified Development Code is that all procedural and development
requirements be identified during the pre-application conference. However, no person may
rely upon any comment concerning a proposed development, or any expression of any nature
about the proposal, made by a participant at the pre-application conference, as a
representation or implication that the proposal will be ultimately approved or rejected in any
form. Additionally, failure of a participant to identify any applicable requirement or condition
shall not preclude the City from requiring an applicant to comply with such requirement or
condition.

7.1.2 Amendment Application.

After the pre-application conference, the applicant shall provide the following information for a
map amendment (rezoning) or conditional use permit:
1. The City of Stockbridge application for zoning.
2. Proof of ownership.
3. When the applicant is a representative of the property owner, a notarized statement
authorizing the representative to act as an agent of the property owner with regard to the
application and associated procedures.
4. Applicant campaign disclosure form (for applicant/owner, agent and/or attorney).
5. A property survey conducted no more than five (5) years prior to the filing of the application,
containing the legal description, boundaries, land area, notation whether any portion of the
property is within a floodplain and existing improvements located on the site. Where two
(2) or more parcels are included within a proposed development, the survey shall include all
parcels that are part of the proposed development, including all phases. The survey shall be
prepared and sealed by a surveyor registered in the State of Georgia. If the survey is older

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than five (5) years, the survey must be certified by a surveyor registered in the State of
Georgia as to whether changes have or have not been made to the property.
6. A vicinity map indicating the location of the site proposed for development.
7. Proof of payment of fees.

8. Other information as may be required by the Director.

7.1.3 Determination of Completeness.

A. All applications shall be complete before acceptance for review and decision-making. A
determination of completeness is a determination that all required documents and plans have
been submitted in sufficient number, and that all fees have been paid. A determination of
completeness is not a determination of compliance with substantive standards and criteria.
B. The Director shall determine, within five (5) working days of receipt of an application, whether
the application is complete.
C. If the Director determines that the application is not complete, the Director shall send notice
to the applicant identifying the deficiencies. The applicant shall have thirty (30) calendar days
from the date of notice to correct the deficiencies. Until the applicant corrects the deficiencies,
no further action shall be taken for processing the application. If the applicant fails to correct
the deficiencies within the thirty-day period, the application shall be deemed withdrawn, and
fees shall be forfeited.
D. If the Director determines that the application is complete, the application shall be processed
for review and action.

7.2 Procedural Requirements.

7.2.1 Requirements for Amending the Official Zoning Map (Rezoning).

A. Requirements. The official zoning map may be amended by the Mayor and City Council on its
own motion, on recommendation from the Planning Commission, or by approval by the Mayor
and City Council of an application from a property owner. An adopted zoning resolution shall
be an amendment to the official zoning map.
B. Concept Plans. Concept plans shall be submitted with rezoning applications. Any concept plan
shall contain the information required for all applications and the information set forth below:
1. Project name.
2. Vicinity map showing zoning districts and existing land use within five hundred (500) feet
of the boundaries of the site.
3. Total area in acres and square feet.

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4. Current and proposed zoning classification, together with a summary of the applicable
development standards for the proposed zoning district.
5. Natural features, including topography at ten-foot intervals, surface drainage, surface
waters, floodplains, watershed areas, groundwater recharge areas, general location of
wetlands, and the general location of wooded areas.
6. General location of existing and proposed roads and utility rights-of-way or easements.
7. Location of existing property lines within the development site.
8. General location of existing and proposed development by type of use.
9. Proposed residential density and dwelling unit types, if applicable.
10. Location of proposed open spaces, recreational areas, and public buildings and uses,
indicating those areas reserved or dedicated for public use.
11. General plan for the provision of utilities and infrastructure, including the following:
a. A report or letter from the City or HCWSA indicating the availability of water and
sewer and a report or letter from the Henry County Environmental Health
Department indicating septic suitability if sewer is not available.
C. Action by the Director.
1. The Director shall make a determination of application completeness.
2. The Director shall prepare a staff report addressing the following issues, in priority:
a. Consistency with the comprehensive plan.
b. The relation that the proposed amendment bears to the purpose of the overall
zoning scheme with due consideration given to whether or not the proposed change
will help carry out the purposes of this Unified Development Code.
c. Potential positive effects of the amendment on the character of the proposed zoning
district, a particular piece of property, neighborhood, a particular area, or the
community.
d. The physical conditions of the site relative to its capability to be developed as
requested, including topography, drainage, access, and size and shape of the
property.
e. The impact upon adjacent property owners shall the request be approved.
f. The potential impact of the proposed amendment on City infrastructure including
water and sewerage systems.
g. The impact of the proposed amendment on adjacent thoroughfares and pedestrian
and vehicular circulation and traffic volumes.

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h. The merits of the requested change in zoning relative to any other guidelines and
policies for development that the Planning Commission and Mayor and City Council
may use in furthering the objectives of the comprehensive plan.
i. The capacity of the site to be developed as presently zoned.
D. Planning Commission Recommendation.
1. The application shall be submitted to the Planning Commission for review at a public
hearing.
2. The Planning Commission shall review the application according to the published
schedule.
3. The Planning Commission shall submit its report with comments and recommendations
according to the published schedule. The recommendations of the Planning Commission
shall be submitted to the Mayor and City Council. The recommendations of the Planning
Commission shall be of an advisory nature and shall not be binding on the Mayor and City
Council.
4. In making its recommendation, the Planning Commission may recommend approval,
approval with conditions, or denial. findings shall be set forth in official minutes of the
Planning Commission.
E. Mayor and City Council Action.
1. The Mayor and City Council shall consider the application for rezoning at a public hearing.
2. The Mayor and City Council shall consider the information set forth in the staff report and
the findings and recommendations of the Planning Commission.
3. In deciding upon any application for an amendment to the official zoning map, the Mayor
and City Council may, on their own motion or upon the suggestion of the applicant, or on
consideration of the recommendations of the Planning Commission, grant the application
subject to certain conditions necessary to promote and protect the health, safety and
general welfare.
4. The Mayor and City Council may include conditions as follows:
a. Such conditions as deemed necessary to protect neighboring properties and to
lessen any potentially adverse effects of the zoning change;
b. Setback requirements from any lot line;
c. Specified or prohibited locations for buildings, parking, loading or storage areas;
d. Restrictions on land use activities to be permitted;
e. Maximum building dimensions and height;

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f. Landscaping or planted area that shall include the location, type, and maintenance
of plant materials within a designated buffer area;
g. Fences, walls, earth berms, or other landscape buffer provisions or protective
measures;
h. Preservation of existing trees and vegetation;
i. Special conditions to eliminate or reduce undesirable views, light, glare, dust, or
odor;
j. Hours of operation; and
k. Architectural details to be compatible with existing buildings in the area.
5. A rezoning approved with conditions shall list in writing those conditions agreed to and
shall include a requirement for adherence to concept plan, if any, submitted to
accompany the application. The applicant or any successor in title shall construct only
those uses and only in such a manner as identified in writing or upon the concept plan.
6. Prior to a final vote being taken upon any application for an amendment to the official
zoning map for which such conditions shall be imposed, such conditions shall be
announced at the public hearing and made a part of the motion to approve. If such
conditions are found to be unacceptable, the applicant may withdraw or request a
postponement. Upon such withdrawal, the applicant shall not be permitted to re-file the
same zoning map amendment for the same property until one (1) year has elapsed from
the date of withdrawal.
7. If the zoning decision of the Mayor and City Council is for the rezoning of property and
the amendment to accomplish the rezoning is defeated by the Mayor and City Council,
then the same property shall not again be considered for rezoning until the expiration of
at least twelve (12) months immediately following the defeat of the rezoning by the
Mayor and City Council.

7.2.2 Expiration of Approvals.

A. Amendment of the Official Zoning Map (Rezoning).
1. After an approval has been granted for an amendment to the official zoning map to create
or extend any zoning district, the applicant, agent or property owner has eighteen (18)
months in which to make substantial progress in developing the property.
2. Substantial progress shall mean the point of construction at which time the first
inspection is carried out.
3. If no substantial construction or alteration of the property or other affirmative action to
develop the property has occurred within eighteen (18) months of the granting of an

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application for rezoning, the Planning Commission may review the situation and report its
findings with recommendations to Mayor and City Council. The City Council may change
the zoning category to its prior or other appropriate zoning district classification at a
public hearing.

7.2.3 Requirements for Modifications to Approved Zoning Conditions, Concept Plans, and
Master Development Plans.

A. Major modifications to zoning conditions include any changes to allowable uses, maximum
density, maximum intensity, or compatibility requirements attached to the zoning approval as
conditions of approval. The following procedure shall be followed:
1. An application shall be submitted containing details of the amendment requested, the
situation giving rise to the need for an amendment and accompanied by plans fully
describing the nature and extent of the amendment.
2. A staff report shall be prepared to address the issues listed in subsection 12.12.029.C. for
the amended concept plan and/or zoning conditions.
3. The Planning Commission shall review the application for an amended concept plan. The
Planning Commission shall consider the application for amended conditions placed on
conditional uses and/or variances and make a recommendation to Mayor and City Council
according to the procedure in subsection 12.12.029.D.
4. The Mayor and City Council shall consider the application for amended zoning conditions
and/or concept plan at a public hearing according to the procedures in subsection
12.12.029.E.
B. Minor modifications include changes to dimensional design features as depicted on a concept
plan. Such dimensional design features as provided on a development plan shall generally
conform to the conditions depicted on the concept plan but shall be allowed to vary so long as
the Director determines that the development plan is generally consistent with the concept
plan conditions. The following information shall be provided:
1. The development plan shall be accompanied by a detailed description of the site design
features depicted on the development plan that differ from the concept plan.
2. The description of the modifications shall also include an explanation of the need for the
modification.
3. The development plan application will be processed as set forth in Section 12.12.022.
C. Requests to modify approved development plans may be approved by the Director as set forth
below:

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1. An application shall be submitted containing details of the amendment requested, the
situation giving rise to the need for an amendment, and accompanied by plans fully
describing the nature and extent of the amendment.
2. Review by the Director shall follow the same procedures and address the same issues as
for the original application.

7.2.4 Requirements for Conditional Use Permits.

A. Requirements. An application for a Conditional Use Permit can be submitted by a property
owner.
B. Concept Plans. Concept plans shall be submitted with rezoning applications. Any concept plan
shall contain the information required for all applications and the information set forth below:
1. Project name.
2. Vicinity map showing zoning districts and existing land use within five hundred (500) feet
of the boundaries of the site.
3. Total area in acres and square feet.
4. Current zoning classification.
5. Natural features, including topography at ten-foot intervals, surface drainage, surface
waters, floodplains, watershed areas, groundwater recharge areas, general location of
wetlands, and the general location of wooded areas.
6. General location of existing and proposed roads and utility rights-of-way or easements.
7. Location of existing property lines within the development site.
8. General location of existing and proposed development by type of use.
9. Proposed residential density and dwelling unit types, if applicable.
10. Location of proposed open spaces, recreational areas, and public buildings and uses,
indicating those areas reserved or dedicated for public use.
11. General plan for the provision of utilities and infrastructure, including the following:
a. A report or letter from the City or HCWSA indicating the availability of water and
sewer and a report or letter from the Henry County Environmental Health
Department indicating septic suitability if sewer is not available.
C. Action by the Director.
1. The Director shall make a determination of application completeness.
2. The Director shall prepare a staff report addressing the following issues, in priority:

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a. The proposed use shall not cause traffic congestion or conditions that will adversely
affect nearby properties.
b. The physical conditions of the site, including topography, drainage and size and
shape, are suitable for the proposed development.
c. Adequate public facilities are available to serve the proposed use.
d. The applicant has made a binding agreement for any specific limitations or conditions
necessary to protect the public interest and assure the continued beneficial use and
enjoyment of nearby properties or that no special limitations are necessary to protect
the public.
e. The conditional use with specific limitations and design features as may have been
required will further the aims of the comprehensive plan and will not be unduly
detrimental to nearby properties.
D. Planning Commission Recommendation.
1. The application shall be submitted to the Planning Commission for review at a public
hearing.
2. The Planning Commission shall review the application according to the published
schedule.
3. The Planning Commission shall submit its report with comments and recommendations
according to the published schedule. The recommendations of the Planning Commission
shall be submitted to the Mayor and City Council. The recommendations of the Planning
Commission shall be of an advisory nature and shall not be binding on the Mayor and City
Council.
4. In making its recommendation, the Planning Commission may recommend approval,
approval with conditions, or denial. findings shall be set forth in official minutes of the
Planning Commission.
E. Mayor and City Council Action.
1. The Mayor and City Council shall consider the application for conditional use permit at a
public hearing.
2. The Mayor and City Council shall consider the information set forth in the staff report and
the findings and recommendations of the Planning Commission.
3. In deciding upon any application for a conditional use permit, the Mayor and City Council
may, on their own motion or upon the suggestion of the applicant, or on consideration of
the recommendations of the Planning Commission, grant the application subject to
certain conditions necessary to promote and protect the health, safety and general
welfare.

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4. The Mayor and City Council may include conditions as follows:
a. Such conditions as deemed necessary to protect neighboring properties and to
lessen any potentially adverse effects of the zoning change;
b. Setback requirements from any lot line;
c. Specified or prohibited locations for buildings, parking, loading or storage areas;
d. Restrictions on land use activities to be permitted;
e. Maximum building dimensions and height;
f. Landscaping or planted area that shall include the location, type, and maintenance
of plant materials within a designated buffer area;
g. Fences, walls, earth berms, or other landscape buffer provisions or protective
measures;
h. Preservation of existing trees and vegetation;
i. Special conditions to eliminate or reduce undesirable views, light, glare, dust, or
odor;
j. Hours of operation; and
k. Architectural details to be compatible with existing buildings in the area.
5. A conditional use permit approved with conditions shall list in writing those conditions
agreed to and shall include a requirement for adherence to concept plan, if any, submitted
to accompany the application. The applicant or any successor in title shall construct only
those uses and only in such a manner as identified in writing or upon the concept plan.
6. Prior to a final vote being taken upon any application for a conditional use permit for
which such conditions shall be imposed, such conditions shall be announced at the public
hearing and made a part of the motion to approve. If such conditions are found to be
unacceptable, the applicant may withdraw or request a postponement. Upon such
withdrawal, the applicant shall not be permitted to re-file the same zoning map
amendment for the same property until one (1) year has elapsed from the date of
withdrawal.
7. If the zoning decision of the Mayor and City Council is for the rezoning of property and
the amendment to accomplish the rezoning is defeated by the Mayor and City Council,
then the same property shall not again be considered for rezoning until the expiration of
at least twelve (12) months immediately following the defeat of the rezoning by the
Mayor and City Council.

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7.2.5 Expiration of Approvals.

A. Amendment of the Conditional Use Permit.
1. After an approval has been granted for an amendment to the official zoning map to create
or extend any zoning district, the applicant, agent or property owner has eighteen (18)
months in which to make substantial progress in developing the property.
2. Substantial progress shall mean the point of construction at which time the first
inspection is carried out.
3. If no substantial construction or alteration of the property or other affirmative action to
develop the property has occurred within eighteen (18) months of the granting of an
application for rezoning, the Planning Commission may review the situation and report its
findings with recommendations to Mayor and City Council. The City Council may change
the zoning category to its prior or other appropriate zoning district classification at a
public hearing.

7.2.6 Requirements for Amendments of the Unified Development Code.

This Unified Development Code may be amended by the Mayor and City Council on its own motion.
Otherwise, a complete application packet shall be required as described below:
A. An application to amend the text of the Unified Development Code shall be submitted on forms
provided by the City.
B. The application shall include the following information:
1. Identification of the specific provision proposed for amendment;
2. The proposed modifications in a strikethrough and underline format;
3. A detailed explanation of the rationale and justification for the requested amendment;
and
4. A detailed explanation of the potential impacts of the modification on the development
of the City of Stockbridge;
C. The Director shall prepare a staff report analyzing the proposed amendment and
recommending approval, denial, or approval with modifications. The staff report shall address
the following issues:
1. Consistency of the amendment with the comprehensive plan.
2. Potential impacts on the character and quality of development in the City and any affected
zoning districts.
3. Potential impacts on the provision of infrastructure and improvements.

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4. The merits of the proposed amendments relative to any guidelines, policies, or programs
adopted in furtherance of the comprehensive plan.
D. The Planning Commission shall consider the proposed amendment to the Unified Development
Code at a public hearing, according to the procedures set forth in Section 12.12.005.
1. The Planning Commission shall evaluate the proposed amendment, considering the issues
and recommendations contained in the staff report.
2. The Planning Commission shall make a recommendation to the Mayor and City Council
for approval, approval with further modifications, or denial.
E. The Mayor and City Council shall consider the proposed amendment at a public hearing
conducted as set forth in Section 12.12.005.
1. The Mayor and City Council shall consider the information set forth in the staff report and
the recommendations of the Planning Commission.
2. The Mayor and City Council may approve, approve with modifications, or deny the
proposed amendment to the Unified Development Code.

7.2.7 Requirements for Amendment to the Comprehensive Plan.

The comprehensive plan may be amended by the Mayor and City Council on its own motion. Otherwise,
a complete application packet shall be required as described below.
A. An application to amend the text or maps of the comprehensive plan shall be submitted on
forms provided by the City.
B. The application shall include the following information:
1. Identification of the specific provision proposed for amendment.
2. The proposed modifications in a strikethrough and underline format.
3. A detailed explanation of the rationale and justification for the requested amendment.
4. A detailed explanation of the potential impacts of the modification on the development
of the City of Stockbridge.
C. The Director shall prepare a staff report analyzing the proposed amendment and
recommending approval, denial, or approval with modifications.
D. The Planning Commission shall consider the proposed amendment to the comprehensive plan
at a public hearing, according to the procedures set forth in Chapter 6.
1. The Planning Commission shall evaluate the proposed amendment, considering the issues
and recommendations contained in the staff report.
2. The Planning Commission shall make a recommendation to the Mayor and City Council
for approval, approval with further modifications, or denial.

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E. The Mayor and City Council shall consider the proposed amendment at a public hearing
conducted as set forth in Section 6.4
1. The Mayor and City Council shall consider the information set forth in the staff report and
the recommendations of the Planning Commission.
2. The Mayor and City Council may approve, approve with modifications, or deny the
proposed amendment to the comprehensive plan.

7.3 Public Notice Requirements.

7.3.1 Public Notice Required.

A. Notice shall be provided by the City for public meetings and hearings regarding the following
actions:
1. Amendment of the official zoning map;
2. Conditional use permits;
3. Amendment of Unified Development Code;
4. Major modification of zoning conditions and/or concept plans; and
5. Variance.
B. Notice shall include the following information:
1. Time of the public meeting or public hearing;
2. Place of the public meeting or public hearing;
3. Purpose of the requested action; and
4. For requests to amend the official zoning map, the notice shall include the current and
proposed zoning district.

7.3.2 Legal Advertisements.

A. The public notice shall be published within a newspaper of general circulation within the
territorial boundaries of the City of Stockbridge, at least fifteen (15) but not more than forty-
five (45) calendar days prior to the date of the hearing. The notice shall state the time, place,
and purpose of the hearing.
B. If a rezoning is initiated by a party other than the City then the notice shall include the present
zoning classification of the property, and the proposed zoning classification of the property.

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7.3.3 Requirements for Posting Signs.

A. The City shall provide standardized signs for posting to provide public notice of meetings and
hearings.
B. The City shall be responsible for posting the sign as follows:
1. The sign shall be posted in a conspicuous location on the property.
2. The sign shall be posted not less than fifteen (15) and not more than forty-five (45)
calendar days prior to the date of the hearing.
3. If the property proposed for rezoning does not have frontage on a public street, then the
sign may be posted on the right-of-way of the nearest public street that provides access
to the site.
C. The City shall be responsible for timely removal of the sign following the hearing.

7.3.4 Mailed Notice.

Mailed notice shall be provided at least fifteen (15) but not more than forty-five (45) calendar days prior
to the date of the hearing for all variances, conditional uses, modifications, and amendments to the official
zoning map (rezoning). The City shall provide the mailed notice in compliance with applicable Georgia
Law.

7.4 Appeal of Administrative Actions.

A. The Mayor and City Council shall hear and decide appeals where it is alleged by the appellant
that there is error in any approval, denial, written interpretation, or decision made by the
Director, based on the interpretation or enforcement of the Unified Development Code.
B. Only persons or entities that have legal standing in the challenged action shall be permitted to
file an appeal under this code section.
C. Appeals under this code section shall be filed with the Director. The appeals will be forwarded
to the appropriate department within two (2) working days of receipt of the completed appeal
application. The Director shall immediately notify the appropriate department that an appeal
application and the requisite fees have been filed and shall immediately forward those
documents to the appropriate department head and/or his or her designee for handling. Upon
receipt of the appeal documents, the department head or his/her designee shall be responsible
for notifying the City clerk via email that an appeal application has been filed and shall
thereafter, be responsible for ensuring that all appeal documentation is provided to the City
clerk for inclusion of the matter on a scheduled public meeting to be heard by the Mayor and
City Council not later than thirty (30) calendar days from the date of filing. The notifying
department shall be responsible for submitting any required legal advertisements and posting

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the appropriate signs. The Director shall be responsible for notifying all affected parties that an
appeal has been filed and the date on which the appeal will be heard by the Mayor and City
Council. The Director shall be responsible for providing an executive summary detailing the
rationale for the decision in question and shall present the findings and all relevant documents
pertaining to the appeal to the City clerk for presentation at the Mayor and City Council meeting
in which the appeal will be heard.
Should the Mayor and City Council overturn the decision of staff, the applicant shall have thirty
(30) calendar days from the date of the decision to request a refund of no more than seventy-
five (75) percent of the appeal fee paid.
D. A scheduled appeal may be temporarily postponed at the request of the appellant or staff;
however, the party requesting such postponement shall be responsible for the cost of any legal
advertisement fees prior to the matter being rescheduled for a new hearing date.

7.4.1 Applicability.

A. Appeals may be filed by any person aggrieved by any written approval, denial, interpretation,
decision or enforcement action of the Director, based on or made in the enforcement of the
Unified Development Code.
B. A person shall be considered aggrieved if:
1. Said person or said person's property was the subject of the action appealed from; or
2. Said person has a substantial interest in the action appealed from and is in danger of
suffering special damage or injury not common to all property owners similarly situated.

7.4.2 Time for Applications and Hearings.

A. An appeal shall be filed within thirty (30) calendar days following the written approval, denial,
interpretation, or decision of the Planning Commission or the Director.
B. A hearing before the Mayor and City Council shall be held according to the published schedule.

7.4.3 Application Requirements

An appeal request, along with the advertising and review fee per the approved fee schedule shall be filed
with the Director indicating on the application in which the administrative decision originated and include
a letter of intent addressing the following:
1. Completed application form, provided by the City;
2. Written documentation specifying the alleged errors in the approval, denial, interpretation, or
decision of the Planning Commission or the Director;
3. Citation of the section(s) of the Unified Development Code pertaining to the action of the
Director; and

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4. A statement of the specific relief requested by the party appealing.

7.4.4 Stay of Proceedings.

An appeal stays all legal proceedings in furtherance of the action appealed from unless the Director
certifies to the Mayor and City Council, after notice of appeal has been filed, that by reasons of facts stated
in the certificate, a stay would, in the opinion of the Director, cause imminent peril to life or property. In
such case, proceedings shall be stayed only by a restraining order granted by the superior court of Henry
County on notice to the Director and on due cause shown.

7.4.5 Action on Appeals.

A. The hearing of the appeal shall be quasi-judicial and shall be conducted at a regular meeting,
according to the published schedule, or at a special meeting of the Mayor and City Council.
B. Notice shall be provided pursuant to the requirements of Secs. 12.12.031 and 12.12.032 as well
as due notice to the parties in interest.
C. Any party may appear at the hearing in person, by an authorized agent, or by an attorney.
D. Following the consideration of all testimony, documentary evidence, and matters of record,
the Mayor and City Council shall make a determination on the appeal. An appeal shall be
sustained only upon an expressed finding by the Mayor and City Council that the decision by
the Planning Commission or the Director was based on an erroneous finding of a material fact,
or that the Director acted in an arbitrary manner. In exercising its powers, the Mayor and City
Council may reverse or affirm, wholly or partly, or may modify the requirement, decision or
determination appealed from, and to that end shall have all the powers of the Director from
whom the appeal was taken and may issue or direct the issuance of a permit provided all
requirements imposed by all other applicable laws are met.

7.5 Appeals of Mayor and City Council Actions.

All appeals of final decisions of the Mayor and City Council shall be as follows:
A. Any person aggrieved by a final decision of the Mayor and City Council may appeal such
decision by filing a petition in writing with the superior court of Henry County setting forth
plainly, fully, and distinctly why the decision is contrary to law.
B. An appeal shall be filed within thirty (30) calendar days after the disputed final decision is
rendered.

7.6 Requirements for Developments of Regional Impact.

A. A proposed development that meets or exceeds the thresholds established by the Georgia
Department of Community Affairs (DCA), Atlanta Regional Commission (ARC), and Georgia

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Regional Transportation Authority (GRTA) for a Development of Regional Impact (DRI) shall be
reviewed according to the procedures in Chapter 110-12-3, Rules of the Department.
B. When a development meeting the threshold standards established by the DCA, ARC, and GRTA
is proposed, the City shall take no action (including actions by the Director, Planning
Commission, or Mayor and City Council) concerning the development until the DRI review
process is completed.
C. Upon receipt of a request for action related to a project that meets or exceeds the thresholds
established for that development category, the City of Stockbridge may request that the
applicant submit additional information about the project using forms available from DCA.
D. Upon a determination that the proposed development is not a DRI, the City may process
applications concerning procedures set forth in this Unified Development Code.
E. Upon conclusion of the DRI review, the City may continue with review and decision-making
procedures as set forth in this Unified Development Code.
1. The City is encouraged to include the public finding and comments regarding the
proposed DRI project in considering actions on the application for project approval.
2. Where the project received a negative public finding and the City approves the project,
the City shall notify the DCA, indicating any conditions that have been placed on the
project to mitigate the negative finding.
3. The Director shall submit applications for DRI review to the DCA.

7.7 Zoning of Annexed Property with Common Zoning Classification.

Property annexed from Henry County into the City shall be automatically zoned by the City through the
operation of this section for the same use for which the property was zoned immediately prior to
annexation, so long as the City and county zoning ordinances share a common zoning classification for
such use. As provided under Official Code of Georgia Annotated Section 36-66-4(e), a zoning action taken
pursuant to this section shall exempt the City from the notice and public hearing requirements of the
Zoning Procedure Law, Official Code of Georgia Annotated Section 36-66-l et seq., and the zoning
amendment procedures under this code. Property which was zoned pursuant to this section may later be
rezoned upon compliance with the requirements of the Zoning Procedure Law, Official Code of Georgia
Annotated Section 36-66-1 et seq., and the zoning amendment procedures under this code.

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Chapter 8 ADMINISTRATIVE PROCEDURES

8.1 Purpose.

This Unified Development Code sets forth procedures for receiving, reviewing, and rendering decisions on
applications for subdivisions, multifamily and nonresidential development, mixed use development,
planned developments, and similar permits. This Unified Development Code also sets forth the
requirements for appealing decisions, and for enforcement. The procedures and requirements set forth
in this Unified Development Code shall be followed in seeking approval of any development.

8.2 Approval Required.

A. No person shall conduct any development activity within the jurisdictional boundaries of the
City of Stockbridge without first obtaining approval of a subdivision plat, development plan,
construction plans, and permits to perform such activities.
B. Permits shall only be issued for development on platted and recorded lots.
1. No permits shall be issued on lots described only by metes and bounds.
2. All development activities or site work conducted after approval of a subdivision plat or
development plan shall conform to the specifications of the approved plans.
C. Major changes to an approved plan, as defined below, shall require specific approval of an
amended plan.
1. Altering the amount and velocity of stormwater runoff from the site;
2. Increasing the amount of impervious surface within the development;
3. Altering the overall density of development;
4. Substantially increasing the amount of excavation, fill, or removal of vegetation during
construction; or
5. Otherwise altering the overall appearance of the development as proposed as
determined by the Director.
D. The following situations are exempt from the requirement to obtain an approved development
plan prior to the issuance of required permits:
1. Repairs to a facility that is part of a previously approved and permitted development.
2. Accessory structures, provided applicable permits are obtained.

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8.2.1 Expiration of Approvals.

A. Development Permits.
1. If construction described in a development permit has not commenced within twelve (12)
months from the date of issuance, the permit shall expire. However, the permit may be
extended for an additional twelve (12) months, upon payment of the permit fee for such
extension.
2. If construction described in the development permit is suspended after work has
commenced, the permit shall expire twelve (12) months after the date the work ceased.
In cases of permit expiration due to abandonment or suspension of work, the landowner
shall be required to restore topography to its original contours and restore vegetation as
determined by the Director.

8.3 Application Requirements.

8.3.1 Pre-application Conference.

A. The purpose of the pre-application conference is to provide an opportunity for the applicant to
consult with City staff for advice and assistance prior to preparation of a preliminary plat,
development plan, and other similar applications. This will enable the applicant to become
familiar with the approval process, required documents, inspections, infrastructure and
improvement standards adopted by the City of Stockbridge and development factors that may
affect the proposed development.
B. The intent of this Unified Development Code is that all procedural and development
requirements be identified during the pre-application conference. However, no person may
rely upon any comment concerning a proposed development, or any expression of any nature
about the proposal, made by a participant at the pre-application conference, as a
representation or implication that the proposal will be ultimately approved or rejected in any
form. Additionally, failure of a participant to identify any applicable requirement or condition
shall not preclude the City from requiring an applicant to comply with such requirement or
condition.
C. The applicant shall provide the following information:
1. The City of Stockbridge application for zoning.
2. Proof of ownership.
3. When the applicant is a representative of the property owner, a notarized statement
authorizing the representative to act as an agent of the property owner with regard to
the application and associated procedures.
4. Applicant campaign disclosure form (for applicant/owner, agent and/or attorney).

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5. A property survey conducted no more than five (5) years prior to the filing of the
application, containing the legal description, boundaries, land area, notation whether any
portion of the property is within a floodplain, and existing improvements located on the
site. Where two (2) or more parcels are included within a proposed development, the
survey shall include all parcels that are part of the proposed development, including all
phases. The survey shall be prepared and sealed by a surveyor registered in the State of
Georgia. If the survey is older than five (5) years, the survey must be certified by a surveyor
registered in the State of Georgia as to whether changes have or have not been made to
the property.
6. A vicinity map indicating the location of the site proposed for development.
7. Proof of payment of fees.
8. Other information as may be required by the Director.

8.3.2 Determination of Completeness.

A. All applications shall be complete before acceptance for review and decision-making. A
determination of completeness is a determination that all required documents and plans have
been submitted in sufficient number, and that all fees have been paid. A determination of
completeness is not a determination of compliance with substantive standards and criteria.
B. The Director shall determine, within five (5) working days of receipt of an application, whether
the application is complete.
C. If the Director determines that the application is not complete, the Director shall send notice
to the applicant identifying the deficiencies. The applicant shall have thirty (30) calendar days
from the date of notice to correct the deficiencies. Until the applicant corrects the deficiencies,
no further action shall be taken for processing the application. If the applicant fails to correct
the deficiencies within the thirty-day period, the application shall be deemed withdrawn, and
fees shall be forfeited.
D. If the Director determines that the application is complete, the application shall be processed
for review and action.

8.3.3 Applications Subject to Administrative Action.

A. The following applications shall be reviewed and decisions rendered by the Director:
1. Development plans and subdivision plats for multifamily residential, manufactured home
developments, and all nonresidential development, pursuant to the requirements for
base zoning districts, overlay zoning districts, subdivision plats for conventional
subdivisions, conservation subdivision developments.
2. Administrative waivers (See Section 12.11.030).

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3. Development permits (See Sec. 12.12.026).
4. Applications for minor modifications to zoning conditions and development conditions
related solely to dimensional or site design standards required by the Mayor and City
Council.
B. Applications for permits pursuant to the building and technical codes shall be reviewed and
decisions rendered by the building official, pursuant to the requirements set forth in the
applicable building and technical codes.

8.4 Procedural Requirements.

9.3.1 Submittal Requirements for Development Plans.
A. All maps, concept plans, and development plans, though not building plans, shall conform to
the following standards:
1. Drawings, except final plats and as-built plats, may be submitted either on paper or in
digital files.
2. All final plats, as-built plats, and drawings submitted in digital format shall comply with
the specifications set forth in the adopted Subdivision Ordinance.
3. All drawings shall contain the dates of preparation and any revisions.
4. All drawings shall be at the same scale and shall be a minimum of one (1) inch equals one
hundred (100) feet.
5. Drawing sheets shall be no larger than twenty-four (24) inches × thirty-six (36) inches and
shall be uniform in size for a submittal.
6. All drawings shall contain a graphic and written scale and a north arrow.
7. All drawings shall contain the name, address, and telephone number of the preparer(s),
property owner(s) and developer(s).
8. Drawings for development proposed in phases shall contain all required information for
the total site, for each phase, and shall depict phase lines on the drawings.
9. All drawings shall contain the seal and signature of the licensed professional preparing
the drawings and computations.
B. Required Support Data and Plans.
1. All development plans shall be accompanied by a stormwater management plan meeting
the requirements of Section 12.08.040.
3. Whenever a development proposes to disturb the regulatory floodplain, an engineering
study shall be provided, in compliance with the requirements set forth in Section
12.03.010 [section reserved].

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4. A landscape plan shall include sufficient information to determine whether the proposed
landscape improvements are in conformity with the requirements of chapter 12.05
[chapter reserved], including the following:
a. Identification of all trees, natural features, and manmade structures that will be
retained upon the site;
b. A description of proposed landscaping improvements and plantings, including the
species, size, quantity, and location of trees, shrubs, and other landscaping
materials.
5. Whenever a development contains protected open space, a management plan shall be
provided, demonstrating compliance with the standards for resource and open space
protection set forth in chapter 12.03 [reserved] and in Section 12.06.021.
6. Whenever a development contains a floodplain or floodway, a floodplain management
plan shall be provided, demonstrating compliance with the requirements of Section.
12.03.010.
7. Applications for new or expanded mines or quarries shall provide information necessary
to demonstrate compliance with state and federal laws and regulations.
8. Erosion and sediment control plans shall comply with the requirements of the Subdivision
Ordinance and shall contain the following additional information:
a. Name and phone number of a 24-hour local contact responsible for erosion and
sedimentation controls.
b. Activity schedule showing anticipated starting and completion dates for the project.
Include the statement in bold letters that "Installation of erosion and sedimentation
control measures and practices shall occur prior to or concurrent with land-
disturbing activities."
c. Stormwater and sedimentation management systems-storage capacity, hydrologic
study, and calculations, including off-site drainage areas.
d. Vegetative plan for all temporary and permanent vegetative measures, including
species, planting dates, and seeding, fertilizer, lime, and mulching rates. The
vegetative plan shall show options for year-round seeding.
e. Include the statement: "Mulch, temporary vegetation, or permanent vegetation
shall be completed on all exposed areas within fourteen (14) calendar days after
disturbance ceases."
f. Delineation of disturbed areas within project boundary.

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g. Detailed drawings and narrative notes to demonstrate compliance with the erosion
and sediment control standards set forth in Section 12.08.050 and the requirements
in the current edition of the Manual for Erosion and Sediment Control in Georgia.
h. Maintenance statement: "Erosion and sedimentation control measures shall be
maintained at all times. Additional erosion and sedimentation control measures and
practices shall be installed if deemed necessary by onsite inspection."
i. Existing and planned contours, with ground slope contour intervals of two (2) feet.
Location of erosion and sedimentation control measures and practices using coding
symbols from the Manual for Erosion and Sediment Control in Georgia.
C. Requirements Regarding Permanent Reference Monuments. Materials, size, and location shall
conform to the following:
1. Steel pins not less than one-half-inch in diameter and thirty (30) inches long, with a survey
marker cap showing the land surveyors registration number shall be set at all lot corners.
2. Resetting monuments. Any monuments disturbed by construction or grading shall be
reset by the applicant and approved by the Director.

9.3.2 Requirements for Development Plans.
A. The applicant shall submit the number of copies of development plans and supporting data and
supporting plans as specified by the City.
B. The applicant shall submit one (1) copy of construction improvement plans to the HCWSA.
C. All development plans shall provide the information specified in section 12.12.021 and the
following information:
1. All information needed to demonstrate compliance with the site design and
development standards in this Unified Development Code.
2. Depiction of existing uses in adjacent areas.
3. Draft of proposed deed restrictions to be imposed.
4. Zoning district of the property, including any special conditions of zoning imposed by the
Mayor and City Council.
5. Deed, record names, and addresses of adjoining property owners or subdivisions, along
with zoning of the adjacent parcels.
6. Total area in acres and square feet.
7. Any project to be developed in phases shall provide all information for the total site and
for each phase.

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8. Topographic contours and vertical intervals of not more than two (2) feet when a new
street is proposed.
9. Soil conditions according to U.S. Soil Conservation Service Classifications Manual.
10. Proposed density (both gross and net) and lot layout, consistent with the requirements
of the future land use map of the comprehensive plan, including lot and block numbers
and/or letters. Layout of all lots shall indicate building setback lines, lot dimensions, and
lot area. Lots with detention ponds shall meet minimum zoning area requirements
outside the area of the detention pond.
11. For mixed use projects include drawing notes shall include a table summarizing the total
amount of development in each use, the percentage of the total site, net density of
proposed residential development.
12. Location of existing and platted property lines, location, width, and names of all platted
roads, railroads, utility rights-of-way, public areas, existing buildings or structures.
13. Show all existing and proposed easements. Show drainage easements for storm drainage
pipes that cross individual lots.
14. Protected open space.
15. Depiction of natural features on the site and adjacent areas, including streams, lakes,
other water bodies, wetlands, designated groundwater recharge areas, land subject to a
100-year flood hazard, including contour elevations, and geologic features, and other
protected environmental features, as set forth in Chapter 12.03 [reserved], including an
outline of wooded areas, vegetation, and surface drainage, together with information on
methods for protection of natural features as required in this Unified Development Code.
State if elevations are taken from a surveyed stream on a FEMA map or if the elevations
are from an independent study (HEC-2, QUICK-2, etc.). Flood elevations on any lots within
a 100-year flood hazard area shall be shown. In addition, the foundation elevation that is
a minimum of three (3) feet above the established 100-year flood evaluation shall be
shown. This data may be shown either on the layout or in tabular form.
16. Wetland areas shall be field located. Notation whether live streams and/or wetlands lie
within this subdivision, or unit and phase. Provide a copy of wetlands delineation report
from a qualified professional with training and experience in wetland delineation
following the guidelines of the latest version of the Army Corps of Engineers Wetlands
Delineation Manual.
17. Proposed buffers, landscaping, and tree protection. This shall include the location, size,
and type of proposed plant materials.
18. Location of proposed buildings to be used for commercial, industrial, recreational or
public facility uses.

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19. Details regarding other proposed structures or additions to existing structures, including
accessory structures and signs.
20. Layout and names of proposed roads, alleys, public walkways/bikeways (i.e., sidewalks,
trails, paths, bicycle facilities), with width of pavement and rights-of-way. Total lineal feet
of proposed roads (per phase and total) shall be indicated.
21. Construction plans of streets including typical cross section and grade profiles. Show
percent of each grade and length of each vertical curve.
22. Show the centerline stopping distance for all points of access onto public roads and
posted speed limits on existing roads.
23. Existing sewers, water mains, drains, culverts and other underground facilities within the
tract or within the right-of-way of boundary roads with sizes, grades, and invert elevations
from field surveys or other sources. All sizes and data on all utilities shall be provided.
Location of proposed public facilities such as sanitary sewers, water mains, storm
drainage facilities, culverts, bridges, and other underground or aboveground facilities
within the parcel to be developed, or within the rights-of-way of roads bordering the
parcel. Sizes, grades and invert elevations from field surveys or other sources, consistent
with the requirements of Chapter 12.08 shall be provided.
24. Construction plans of sanitary sewers with grades, service, pipe size, and points of
discharge and connection to other trunk or lateral sewers.
25. Construction plans of storm drainage systems with pipe sizes, length, grade, location of
outlets, runoff and velocity calculations, etc. All storm drainage systems carrying off-site
runoff shall be designed for the 100-year storm event. All storm pipes within the City
right-of-way shall be approved by the City.
26. Construction plans of water supply system with pipe sizes and location of hydrants,
valves, and all appurtenances.
27. Final contours. Street profiles may suffice in indicating cut and fill volumes; however, in
many cases, final contours must be shown on the plans.
28. Any structural practice used shall be explained and illustrated with detail drawings.
29. Show the following notes on all plans:
a. A twenty-foot storm sewer and sanitary sewer easement exists along each property
line and along each lot line, centered on lot lines, for future drainage and sanitary
sewer lines.
b. All storm drains shall be extended to the rear setback line.

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c. Grade stakes shall be set on all streets prior to any street grading. An as-built
subgrade centerline profile shall be submitted and approved by City prior to the
installation of curb and gutter or waterlines.
d. An as-built detention pond detail and revised hydro study shall be submitted to the
City prior to the final approval.
e. All undisturbed buffers shall be field located; staked and flagged or marked with
"tenzar" (or similar type fencing); and shall be submitted to the City for approval
prior to grading.
D. Applications for development plans within each watershed protection area identified and
regulated in Section 12.03.018 shall provide the following additional information:
1. The distance of each impervious structure and surface to the nearest bank of an affected
perennial stream and reservoir.
2. The location of each perennial stream that crosses or abuts the site.
3. The location of each public reservoir that abuts the site.
4. The location, elevation and orientation of the 100-year floodplain on the site.
5. A certification issued by a registered land surveyor or registered engineer verifying the
location of the site as being located either within the water quality critical area, the limited
development area or outside of the both areas.
6. Location and detailed design of any spill and leak collection systems designed for the
purposes of containing accidentally released hazardous or toxic materials.
E. Requirements Regarding Permanent Reference Monuments. Materials, size, and location shall
conform to the following:
1. Steel pins not less than one-half-inch in diameter and thirty (30) inches long, with a survey
marker cap showing the land surveyors registration number shall be set at all lot corners.
2. Resetting monuments. Any monuments disturbed by construction or grading shall be
reset by the applicant and approved by the Director.
F. Administrative Action.
1. The Director shall make a determination of completeness as set forth in Section
12.12.012.
2. When an application for development plan has been determined to be complete, the
application and all accompanying information shall be distributed to all required
reviewers.

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3. The plan review process shall include a determination of compliance with the regulations
of this Unified Development Code by the Director and recommendations for any changes
necessary to improve the subdivision.
4. If the development plan is determined to be deficient by the Director or the HCWSA, it
shall be returned to the applicant for revisions.
5. A development plan may be approved with conditions. If the development plan is
approved with modifications, the conditions shall be indicated on the plat. A copy of the
plat with changes indicated shall be returned to the applicant, who shall have the revisions
made by the engineer, surveyor, or landscape architect who prepared the plat before the
final plat is submitted for approval.
6. A soil erosion and sedimentation control plan, when in compliance with the standards for
erosion and sedimentation control as set forth in Section 12.08.040, shall be approved
prior to issuance of a building or development permit to begin construction.

9.3.3 Requirements Regarding Improvements.
A. Pre-construction Review and Approval.
1. Prior to grading, the applicant shall arrange a pre-construction conference. The pre-
construction meeting shall include a review of the soil erosion and sedimentation control
plan, street cross sections and profiles, construction specifications, procedures for
inspections and testing, stormwater drainage and detention facilities, and any other
matters concerning the development. The applicant shall provide a list of names,
telephone numbers, addresses, and business license numbers of all contractors and
subcontractors employed on a job. A separate pre-construction meeting is required with
the HCWSA prior to any water or sanitary sewer installation.
2. A development permit shall be issued only after the approval of the construction
improvements plans and soil erosion and sedimentation control plan. Site grading shall
be limited only to those areas clearly defined on the approved plans. Any site grading
which is done without an approved soil erosion control plan and development permit is a
violation of this Unified Development Code and shall result in enforcement penalties as
provided by Sections 12.12.060 and 12.12.070. In instances where grading has occurred
prior to issuance of a development permit, or when grading has exceeded the area
approved according to the approved plans and development permit, the permit fee
amount shall be doubled. Any violations of the conditions or limitations imposed by the
development permit shall also be subject to penalties provided by Section 12.12.070.

9.3.4 Requirements for Development Plans for a Manufactured Home Development.
A. The application shall be accompanied by eight (8) copies of a development plan and a narrative
report summarizing the development concept and time schedule.

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B. The development plan shall comply with the submittal requirements in Section 12.12.020 and
shall include the following additional information:
1. Details demonstrating compliance with the requirements of Section 12.12.0316 regarding
manufactured home parks and developments, including the proposed location of all lots
or pads, buffers, required recreation areas, structures, and appurtenant facilities.
2. If the manufactured home development is proposed as a subdivision, all information
required for a subdivision plat.
3. Detailed information regarding placement of all improvements, in compliance with the
requirements set forth in Chapter 12.08.
C. The narrative report shall include the following information:
1. A summary of acres, dwelling units, and net density, as well as a statement of the number
of acres devoted to buffer areas, recreation acres, and green belts, or other amenities,
such as lakes, etc.
2. A description of the phases under which construction shall be programmed, depicting the
geographical limits of each phase of construction.
3. A draft of the proposed rules and regulations that shall be established and enforced by
management if the development is a mobile home park.
4. A draft of the text of covenants running with the land which shall be binding on the
applicant and/or any future owner of the property so long as the property is used as a
mobile home development, which shall provide for perpetual upkeep and maintenance
in a clean and healthy state, all grass, lawns, shrubbery, trees, recreation areas, and other
natural amenities of the property including buffer zones. Said covenants shall be drawn
to the satisfaction of, and subject to approval of the City of Stockbridge, and the City shall
be made a party thereto having full powers of enforcement at law or equity or otherwise.
Upon approval by the City attorney, said covenants shall be recorded in the superior court
of Henry County and the recording of said covenants shall be a condition precedent to
any development, defoliation, or other construction on the property.
5. In addition, typical elevation drawings, including general architectural style and building
exterior materials, if possible, of all permanent buildings and structures to be constructed on
the premises shall be submitted.

9.3.5 Requirements for Permits.
A. Generally.
1. Applications for permits shall be submitted on forms provided by the City.
2. Applications shall be accompanied by payment of fees as required by each department's
most recently approved fee schedule.

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3. Applications shall be accompanied by plans, drawings, or other documents as required by
the City.
4. All permit applications shall be complete prior to processing.
B. Residential Land-Disturbance (Outside of a Watershed Protection Area).
1. Applicants for the residential land-disturbance permit shall provide a proposed site plan,
drawn to scale by a registered surveyor or engineer, showing the lot, rights-of-way,
easements, buffers, all preserved areas of trees, direction of drainage and proposed
placement of the septic system, if any. Such plan shall also show the proposed location of
all erosion control devices, setback lines, building size, location of the building on the lot,
driveway, and the location of all other structures on the site.
2. A permit shall be issued upon submittal of the application and the required permit fee;
however, land-disturbance is not to proceed until an inspector has visited and approved
an initial inspection verifying that the application complies with the Unified Development
Code.
3. Additional inspections may be made, as necessary at the discretion of the administration,
in order to verify compliance with the requirements for erosion control in Section
12.08.040 and tree protection in Section 12.05.030 [section reserved]
C. Other Land-Disturbance (Outside of a Watershed Protection Area). Applications for permits for
any land-disturbing activity for any development shall meet the general requirements for all
applications, shall include an erosion and sedimentation control plan as required in subsection
12.12.021.B.8, and the following additional information:
1. In addition to the local permitting fees, fees shall also be assessed pursuant to O.C.G.A. §
12-5-23(5)(a), provided that such fees shall not exceed eighty dollars ($80.00) per acre of
land-disturbing activity, and these fees shall be calculated and paid by the primary
permittee as defined in the state general permit for each acre of land-disturbing activity
included in the planned development or each phase of development. All applicable fees
shall be paid prior to issuance of the land-disturbance permit. In a jurisdiction that is
certified pursuant to O.C.G.A. § 12-7-8(a), half of such fees levied shall be submitted to
the division; except that any and all fees due from an entity which is required to give
notice pursuant to O.C.G.A. § 12-7-7 shall be submitted in full to the division, regardless
of the existence of a local issuing authority in the jurisdiction.
2. Approval by the Henry County Soil and Water Conservation District (district). Immediately
upon receipt of an application and plan for a permit, the City shall refer the application
and plan to the district for its review and approval or denial concerning the adequacy of
the erosion and sedimentation control plan. The district shall approve or denial a plan
within thirty-five (35) calendar days of receipt. Failure of the district to act within thirty-
five (35) calendar days shall be considered an approval of the pending plan. The results of

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the district review shall be forwarded to the City. Such review shall not be required if the
City and the district have entered into an agreement which allows the City to conduct
such review and approval of the plan without referring the application and plan to the
district.
3. Identification of any violations of previous permits, the requirements of Section
12.08.040, or the Erosion and Sedimentation Act, as amended, within three (3) years prior
to the date of filing of the application under consideration.
4. Proof of irrevocable letter of credit.
5. Proof of payment of all ad valorem taxes levied against the property.
6. No permit shall be issued by the Director unless the erosion and sedimentation control
plan has been approved by the district and the Director has affirmatively determined that
the plan complies with the requirements of Section 12.08.040. If a letter of credit is
required, the permit shall not be issued until the requirements regarding the letter of
credit have been satisfied.
7. If the permit is denied, the reason for denial shall be furnished to the applicant.
8. If the tract is to be developed in phases, then a separate permit shall be required for each
phase.
9. The permit may be suspended, revoked, or modified by the Director, as to all or any
portion of the land affected by the plan, upon finding that the holder or his successor in
the title is not in compliance with the approved erosion and sedimentation control plan
or that the holder or his successor in title is in violation of this Unified Development Code.
A holder of a permit shall notify any successor in title to the permit holder as to all or any
portion of the land affected by the approved plan of the conditions contained in the
permit.
D. Permits for Timber Removal. Applications for permits for timber removal shall follow the
requirements of either paragraph 1. or 2., below:
1. A parcel that has been declared silvicultural shall provide the information in paragraphs
a. through e. below, along with the permit application form:
a. A certificate from the tax assessor indicating agricultural preference;
b. A forest management plan, demonstrating compliance with the erosion control
standards set forth in Section 12.08.040.
c. A commitment to follow the Georgia Forestry Commission "Best Management
Practices;" and
d. A commitment to reforestation of the site;

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e. Upon approval by the City, a combined timber removal and logging permit shall be
issued.
2. Land designated for silvicultural activities may subsequently be developed, provided that
a development plan has been prepared and approved by the Director prior to any clearing,
grading, clear-cutting, or other land-disturbance. Where a development plan has been
approved, a land-disturbance and timber removal permit may be issued by the City of
Stockbridge pursuant to procedures for land-disturbance permits in subsection
12.12.026.D.

9.3.6 Requirements Regarding Ownership and Management of Open Space.
A. Where open space is required in a proposed development, the open space shall be protected
in perpetuity by a binding legal instrument that is recorded with the deed. If the entity
accepting an easement is not the City of Stockbridge, then a right of enforcement favoring the
City shall be included in the easement. The instrument shall be one (1) of the following:
1. A permanent conservation easement in favor of either paragraph a. or b., below:
a. A land trust or similar conservation-oriented nonprofit organization with legal authority
to accept such easements. The organization shall be bona fide and in perpetual existence.
The conveyance instruments shall contain an appropriate provision for retransfer in the
event the organization becomes unable to carry out its functions; or
b. A governmental entity that will ensure perpetual management of the open space.
2. A permanent restrictive covenant, recorded on the final plat in favor of the City of
Stockbridge.
3. An equivalent legal tool that provides permanent protection, if approved by the Mayor
and City Council.
B. The legal instrument for permanent protection shall include clear restrictions on the use of the
open space. The restrictions shall include all required by this Unified Development Code.
C. Open space may be owned by a homeowners' or property owners' association. Where such
association is established and authorized to own the protected open space, membership in the
association shall be mandatory for all owners and their successors within the development
containing the protected open space. The association shall be responsible for managing and
maintaining the open space and any structures located within the open space.
D. A plan setting forth the requirements and procedures to be followed in order to manage the
land and vegetation on the land. Such management shall be consistent with the protection of
natural resources on the land, consistent with the requirements of Chapter 12.03 [chapter
reserved].

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9.3.7 Specific Requirements Regarding Placement of Manufactured Homes in Single-family Residential
Districts.
A. Applications for approval of placement of manufactured homes shall meet the general
submittal requirements set forth in Section 12.12.025. In addition, the application shall provide
photographs or renderings of the front and side of the manufactured home or mobile home
exterior finish and other information reasonably necessary to make determinations required
by this Unified Development Code.
B. The Director shall make a determination of completeness as set forth in Sec. 12.12.012.
C. The completed application shall be submitted to the compatibility standards review committee
for review and approval or denial.
D. Approval or denial of the application shall be made within thirty (30) calendar days of the date
of receipt of the application and all required supporting materials.
1. The applicant shall be notified in writing of the approval, conditional approval, or denial
of the application within two (2) working days after such decision is made.
2. Conditional approval shall require that the specific conditions and the reasons therefore
be stated in writing and be agreed to by the applicant; such conditions shall be binding
upon the applicant upon agreement.
3. In the case of denial, the reasons therefore shall be specifically stated in writing by
designating each specific provision of this Unified Development Code that is not met and
an explanation as to the reason or reasons why each such provision is not met.
E. Approved manufactured homes and their placements shall be taxed in the same manner as
comparable site-built homes within the area where the manufactured home is located.

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Chapter 9 VARIANCES, ADMINISTRATIVE VARIANCE, AND
ADMINISTRATIVE APPEALS
9.1 Variances.

10.3.1 Generally.
A. A variance may be granted where owing to special conditions, a literal enforcement of the
provisions of this Unified Development Code will in an individual case result in unnecessary
hardship.
B. A variance shall observe the spirit of this Unified Development Code, secure public safety and
welfare, and deliver substantial justice.
C. The existence of a nonconforming use on adjacent or nearby property shall not constitute a
justification for granting a variance.
D. The Planning Commission shall make recommendations to the Mayor and City Council which
shall have the authority to render a decision on a variance application pursuant to the public
notice and hearing requirements set forth in Chapter 9.
E. A variance may not be granted for a use specifically prohibited by this Unified Development
Code. A variance is intended to compensate for a shortfall in a dimension of real property that
would prevent the property from complying with a site design standard. Variances may only be
granted following a review of an application against criteria established below.

10.3.2 Types of Variances.
A. A request for a variance shall be limited to the following site design standards:
1. Maximum building height;
2. Minimum lot width;
3. Minimum lot area;
4. Required spacing for driveways;
5. Minimum front, side, or rear yard setbacks;
6. Dimensional standards for parking or loading spaces; or
7. No curb and gutter for subdivisions in the RA zoning district.
Requests other than those stated above will constitute a request to amend that section of this Unified
Development Code for which compliance cannot be reasonably achieved through procedures set forth by
Chapter 9.

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10.3.3 Criteria to Be Considered for Deciding Variances.
A variance may be granted only upon a finding by the Mayor and City Council that all the following
conditions are met:
A. Extraordinary and exceptional circumstances pertaining to the particular piece of property in
question exist due its size, shape, or topography that are not found on other properties in the
same zoning district;
B. A literal interpretation of the provisions of this Unified Development Code would deprive the
applicant of rights commonly enjoyed by owners of other properties located in the same zoning
district;
C. Granting the variance requested will not confer upon the property owner any special privileges
that are denied to other owners of property in the same zoning district;
D. The variance will be consistent with the purposes and intent of this Unified Development Code,
will be compatible with uses on neighboring properties, and will serve the public welfare;
E. The extraordinary circumstances are not the result of actions of the applicant;
F. The variance is the minimum relief that will allow the legal use of the land, building or structure;
and
G. The variance is not a request to permit a use of land, buildings or structures that is prohibited
in the same zoning district.

9.2.1 Requirements for Authorizing a Variance.
A. Requirements. A variance may be initiated by an application from a property owner.
B. Application. Applications shall contain the information set forth below:
1. The City of Stockbridge application for zoning.
2. Proof of ownership.
3. When the applicant is a representative of the property owner, a notarized statement
authorizing the representative to act as an agent of the property owner with regard to the
application and associated procedures.
4. Applicant campaign disclosure form (for applicant/owner, agent and/or attorney).
5. A property survey conducted no more than five (5) years prior to the filing of the application,
containing the legal description, boundaries, land area, notation whether any portion of the
property is within a floodplain and existing improvements located on the site. Where two
(2) or more parcels are included within a proposed development, the survey shall include all
parcels that are part of the proposed development, including all phases. The survey shall be
prepared and sealed by a surveyor registered in the State of Georgia. If the survey is older

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than five (5) years, the survey must be certified by a surveyor registered in the State of
Georgia as to whether changes have or have not been made to the property.
6. A vicinity map indicating the location of the site proposed for development.
7. Proof of payment of fees.

8. Other information as may be required by the Director.

9. The City of Stockbridge application for zoning.
10. Proof of ownership.
11. When the applicant is a representative of the property owner, a notarized statement
authorizing the representative to act as an agent of the property owner with regard to the
application and associated procedures.
12. Applicant campaign disclosure form (for applicant/owner, agent and/or attorney).
13. A property survey conducted no more than five (5) years prior to the filing of the application,
containing the legal description, boundaries, land area, notation whether any portion of the
property is within a floodplain and existing improvements located on the site. Where two
(2) or more parcels are included within a proposed development, the survey shall include all
parcels that are part of the proposed development, including all phases. The survey shall be
prepared and sealed by a surveyor registered in the State of Georgia. If the survey is older
than five (5) years, the survey must be certified by a surveyor registered in the State of
Georgia as to whether changes have or have not been made to the property.
14. A vicinity map indicating the location of the site proposed for development.
15. General location of existing and proposed development by type of use
16. Proof of payment of fees.

17. Other information as may be required by the Director.

C. Action by the Director.
1. The Director shall make a determination of application completeness.
2. The Director shall prepare a staff report addressing the request for variance.
D. Planning Commission Recommendation.
1. The application shall be submitted to the Planning Commission for review at a public
hearing.
2. The Planning Commission shall review the application according to the published
schedule.

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3. The Planning Commission shall submit its report with comments and recommendations
according to the published schedule. The recommendations of the Planning Commission
shall be submitted to the Mayor and City Council. The recommendations of the Planning
Commission shall be of an advisory nature and shall not be binding on the Mayor and City
Council.
4. In making its recommendation, the Planning Commission may recommend approval,
approval with conditions, or denial. findings shall be set forth in official minutes of the
Planning Commission.
E. Mayor and City Council Action.
1. The Mayor and City Council shall consider the application for variance at a public hearing.
2. The Mayor and City Council shall consider the information set forth in the staff report and
the findings and recommendations of the Planning Commission.

9.4 Administrative Variance.

The Director shall have the power to approve a variance from site design and development standards of
this Unified Development Code where the intent of this Unified Development Code can be achieved, equal
performance obtained, and the administrative variance would not override conditions of zoning assigned
by the elected body. The authority to grant a variance shall be limited to the following approvals:
A. A reduction in the minimum front, side, or rear yard setbacks for a single lot, provided the
following standards are met:
1. The reduction is necessary due to the existence of any one of the following factors:
a. Geologic conditions;
b. Topography; or
c. Inability of the applicant to adhere to tree protection standards set forth in Chapter
2. The reduction is limited to a maximum deviation of ten (10) percent from the site design
standard.
B. Side yard requirements may be waived by the Director, where a joint fall-out shelter is
proposed, provided that permanent easements are recorded to ensure access to both parties
(See Section 12.07.023.D. Fall-out shelters).
C. A waiver from Section 12.088.027 requiring a dust free parking surface may be issued by the
Director provided the parking area consists of a pervious or semi-pervious materials meeting
the following standards:
1. There shall be a paved primary lot that serves the parking needs of customers and
employees on a regular basis. Unpaved parking spaces may not count toward the parking

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requirements outlined in Section 12.088.020 with the exception of spaces dedicated to
employees of the business.
2. Materials used for unpaved parking shall be approved by the Henry County Fire
Department prior to installation.
3. Unpaved parking areas shall be enclosed by a fence that restricts public access. All gates
and locks shall be approved by the Henry County Fire Department prior to installation.
4. The unpaved parking area shall meet the design standards for parking lots, with the
exception of paving requirements, and including size of spaces, drive aisles, maneuvering
areas and stormwater management.
5. A paved driveway leading to the unpaved parking area that is a minimum of twenty-four
(24) feet in length shall be provided.
6. Unpaved parking areas are subject to the landscaping provisions of Section 12.05.010
[pending], including the provision that all landscaping be permanently maintained.
Surfaces must remain grass and weed free.
9.5 Appeal of Administrative Actions.

A. The Mayor and City Council shall hear and decide appeals where it is alleged by the appellant
that there is error in any approval, denial, written interpretation, or decision made by the
Director, based on the interpretation or enforcement of the Unified Development Code.
B. Only persons or entities that have legal standing in the challenged action shall be permitted to
file an appeal under this code section.
C. Appeals under this code section shall be filed with the Director. The appeals will be forwarded
to the appropriate department within two (2) working days of receipt of the completed appeal
application. The Director shall immediately notify the appropriate department that an appeal
application and the requisite fees have been filed and shall immediately forward those
documents to the appropriate department head and/or his or her designee for handling. Upon
receipt of the appeal documents, the department head or his/her designee shall be responsible
for notifying the City clerk via email that an appeal application has been filed and shall
thereafter, be responsible for ensuring that all appeal documentation is provided to the City
clerk for inclusion of the matter on a scheduled public meeting to be heard by the Mayor and
City Council not later than thirty (30) calendar days from the date of filing. The notifying
department shall be responsible for submitting any required legal advertisements and posting
the appropriate signs. The Director shall be responsible for notifying all affected parties that an
appeal has been filed and the date on which the appeal will be heard by the Mayor and City
Council. The Director shall be responsible for providing an executive summary detailing the
rationale for the decision in question and shall present the findings and all relevant documents

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pertaining to the appeal to the City clerk for presentation at the Mayor and City Council meeting
in which the appeal will be heard.
Should the Mayor and City Council overturn the decision of staff, the applicant shall have thirty
(30) calendar days from the date of the decision to request a refund of no more than seventy-
five (75) percent of the appeal fee paid.
D. A scheduled appeal may be temporarily postponed at the request of the appellant or staff;
however, the party requesting such postponement shall be responsible for the cost of any legal
advertisement fees prior to the matter being rescheduled for a new hearing date.

9.5.1 Applicability.
A. Appeals may be filed by any person aggrieved by any written approval, denial, interpretation,
decision or enforcement action of the Director, based on or made in the enforcement of the
Unified Development Code.
B. A person shall be considered aggrieved if:
1. Said person or said person's property was the subject of the action appealed from; or
2. Said person has a substantial interest in the action appealed from and is in danger of
suffering special damage or injury not common to all property owners similarly situated.

9.5.2 Time for Applications and Hearings.
A. An appeal shall be filed within thirty (30) calendar days following the written approval, denial,
interpretation, or decision of the Planning Commission or the Director.
B. A hearing before the Mayor and City Council shall be held according to the published schedule.

9.5.3 Application Requirements
An appeal request, along with the advertising and review fee per the approved fee schedule shall be filed
with the Director indicating on the application in which the administrative decision originated and include
a letter of intent addressing the following:
1. Completed application form, provided by the City;
2. Written documentation specifying the alleged errors in the approval, denial, interpretation, or
decision of the Planning Commission or the Director;
3. Citation of the section(s) of the Unified Development Code pertaining to the action of the
Director; and
4. A statement of the specific relief requested by the party appealing.

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9.5.4 Stay of Proceedings.
An appeal stays all legal proceedings in furtherance of the action appealed from unless the Director
certifies to the Mayor and City Council, after notice of appeal has been filed, that by reasons of facts stated
in the certificate, a stay would, in the opinion of the Director, cause imminent peril to life or property. In
such case, proceedings shall be stayed only by a restraining order granted by the superior court of Henry
County on notice to the Director and on due cause shown.

9.5.5 Action on Appeals.
A. The hearing of the appeal shall be quasi-judicial and shall be conducted at a regular meeting,
according to the published schedule, or at a special meeting of the Mayor and City Council.
B. Notice shall be provided pursuant to the requirements of Secs. 12.12.031 and 12.12.032 as well
as due notice to the parties in interest.
C. Any party may appear at the hearing in person, by an authorized agent, or by an attorney.
D. Following the consideration of all testimony, documentary evidence, and matters of record,
the Mayor and City Council shall make a determination on the appeal. An appeal shall be
sustained only upon an expressed finding by the Mayor and City Council that the decision by
the Planning Commission or the Director was based on an erroneous finding of a material fact,
or that the Director acted in an arbitrary manner. In exercising its powers, the Mayor and City
Council may reverse or affirm, wholly or partly, or may modify the requirement, decision or
determination appealed from, and to that end shall have all the powers of the Director from
whom the appeal was taken and may issue or direct the issuance of a permit provided all
requirements imposed by all other applicable laws are met.

9.6 Appeals of Mayor and City Council Actions.

All appeals of final decisions of the Mayor and City Council shall be as follows:
A. Any person aggrieved by a final decision of the Mayor and City Council may appeal such
decision by filing a petition in writing with the superior court of Henry County setting forth
plainly, fully, and distinctly why the decision is contrary to law.
B. An appeal shall be filed within thirty (30) calendar days after the disputed final decision is
rendered.

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Chapter 10 MASTER LIST OF ACRONYMS AND DEFINITIONS
10.1 Acronyms.

Acronyms:
BMP — Best management practices (BMP HPB — Historic preservation board
plan)
HVAC — Heating, ventilation, and air
BTL — Build-to line conditioning
CLOMA — Conditional letter map of ICWPA — Indian Creek Watershed
amendment Protection Area
CLOMR — Conditional letter of map LBCS — Land based classification standards
revision
LBWPA — Long Branch Creek Watershed
CSD — Conservation subdivision Protection Area
development
MCC – Mayor and City City Council
DBH — Diameter at breast height
MNGWPD — Metropolitan North Georgia
DCA — Department of community affairs Water Planning District
DHR — Department of human resources NGVD — National Geodetic Vertical Datum
DNR — Department of natural resources NWI — National Wetland Inventory
FAA — Federal Aviation Administration OCGA — Official Code of Georgia
Annotated
FCC — Federal Communications
Commission PC – Planning Commission
FEMA — Federal Emergency Management PD — Planned development
Agency
RFN — Residential fly-in neighborhood
FHBM — Flood hazard boundary map
RNC — Rural neighborhood commercial
FIRM — Flood insurance rate map
ROW — Right-of-way
FIS — Flood insurance study
RPZ — Runway protection zone
GSMM — Georgia Stormwater
RV — Recreational vehicle
Management Manual
WCF — Wireless communication facility
HCWSA — Henry County Water and Sewer
Authority WPA — Watershed protection area

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10.2 Definitions.

Definitions:
For the purposes of this Unified Development Code in addition to their common meanings certain
words and terms used herein, unless the context otherwise requires, shall be defined and interpreted
as follows. The use of the singular includes the plural and the plural the singular; the present tense
includes the future; the use of "shall" means the action is mandatory, the use of "may" or "should"
means the action is optional. Any masculine pronoun shall be deemed to refer to a person, whether
male or female.
To the extent the definition of a term defined herein conflicts with the definition of such term as
defined elsewhere in the Stockbridge Municipal Code, the definition in the existing Stockbridge
Municipal Code show govern. All terms not defined herein shall be defined as elsewhere in the
Stockbridge Municipal Code. Terms not found in the Stockbridge Municipal Code shall be defined as
in the Official Code of Georgia Annotated.
Abandoned cemetery. A cemetery which shows signs of neglect including, without limitation, the
unchecked growth of vegetation, repeated and unchecked acts of vandalism, or the disintegration of grave
markers or boundaries and for which no person can be found who is legally responsible and financially
capable of the upkeep of such cemetery.
Accessory apartment (garage apartment). See accessory dwelling.
Addition (to an existing building). Any walled and roofed expansion to the perimeter of a building in
which the addition is connected by a common load-bearing wall other than a fire wall. Any walled and
roofed addition which is connected by a fire wall or is separated by an independent perimeter load-
bearing wall shall be considered new construction.
Administrative variance. A grant of relief by the administrator from specified standards of the Unified
Development Code and where such a waiver will not be contrary to the public interest and where, owing
to conditions peculiar to the property and not the result of the actions of the applicant, a literal
enforcement of the chapter would result in unnecessary and undue hardship.
Director. The person, officer, official, or his authorized representative designated by the Mayor and
City Council, City of Stockbridge, as its agent for the administration of the provisions of the Unified
Development Code.
Adult day care. A facility that provides support for elderly individuals (and their families, if present),
who do not function fully independently, but who do not need twenty-four-hour nursing care.

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Addition to an existing building. Any walled and roofed expansion to the perimeter of a building in
which the addition is connected by a common load-bearing wall other than a fire wall. Any walled and
roofed addition which is connected by a fire wall or is separated by an independent perimeter load-
bearing wall shall be considered new construction.
Adult entertainment establishment. Any establishment featuring live performances, films, still
pictures, electronic reproductions, or video with graphic or other visual images distinguished or
characterized by an emphasis on sexual conduct or sexual explicit nudity. Adult entertainment
establishments include, but are not limited to, adult bookstores, adult dance establishments, adult motion
picture arcades, adult movie theaters, and adult video stores.
Agriculture. Cultivating the soil, producing crops and raising of livestock (farming, and associated
activities) upon one (1) or more tracts of land containing not less than three (3) acres. Selling of products
raised on the premises shall be considered a permissible activity; provided, that space for the off-county
right-of-way parking is available to customers.
Aircraft. Any vehicle used or designed for flight in the air.
Airport. Any area of land or water designed and set aside for the landing and taking off of aircraft.
The term may include facilities for refueling, repair, handling, and storage of aircraft or facilities for
passengers and freight.
Amusement park (outdoor or indoor). Land designed to be used by the public for a fee that contains
amusement facilities, such as merry-go-rounds, race car and bike tracks, outdoor motion picture theaters,
paint ball courses, driving ranges, miniature golf courses, skateboard rinks, and similar uses for
entertainment.
Applicant. For the purposes of section 8.04.00, a person submitting a post-development stormwater
management application and plan for approval.
Appeal. A request for a formal review of an appointed administrative official's decision regarding
provisions of this Unified Development Code.
Approach surface. The area longitudinally centered on the extended runway centerline, extending
outward and upward from the end of the primary surface and at the same slope as the approach zone
height limitation slope.
Arcade. A roofed passageway, lane, or area supported by columns, piers, or pillars, either
freestanding or attached to a wall to form a gallery contiguous to a street or plaza that is open provides
public access to building entrances, retail space and/or public space and is accessible to the public. An
arcade may be especially one with shops on one (1) or both sides or a commercial establishment featuring
rows of coin-operated games.

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Arch. A structure forming the curved, pointed, or flat upper edge of an open space and supporting
the weight above it, as in a bridge or doorway.
As-built plans. Detailed construction plans showing completed improvements as constructed.
Assisted living facility. A state-licensed use in which domiciliary care is provided to adults who are
provided with food, shelter and personal services within independent living units which could include
kitchen facilities in which residents have the option of preparing and serving some or all of their own
meals. This use shall not include hospitals, convalescent centers, nursing homes, hospices, clinics, or
similar institutions devoted primarily to the diagnosis and treatment of the sick or injured.
Athletic field. Open land used for outdoor games such as baseball, football, soccer and other field
sports.
Attached wireless communication facility (attached WCF). See wireless communication facility.
Automotive service, major. Repair services to motor vehicles which require substantial replacement
and/or repair of major components. Examples of major automotive repair services include, but are not
limited to, transmission repairs/replacement, engine overhaul and radiator repair. Any repair services to
construction equipment, agricultural equipment, commercial highway tractors, or dump trucks shall be
considered major automotive services.
Automotive services, minor. Repair and maintenance services which require only very brief
adjustment and replacement of minor components. Examples of minor automotive services include, but
are not limited to, tune-up, oil change, lubrication, brake repair, air conditioning system servicing, muffler
replacement and alignment.
Automobile service station. A building or premises where products necessary for automobile service
or maintenance are sold; provided, there is no storage or dismantling of automobiles and only minor
services are rendered. An automobile service station is neither a repair nor a body shop.
Authority. The use of the word "authority" shall mean the Henry County Water and Sewerage
Authority or the Clayton County Water Authority.
Basement. That portion of a building that is partly or completely below grade where the finished
floor level of the floor above the level under construction is:
(1) Six (6) feet or less above the grade plan.
(2) Six (6) feet or less above the finished ground level for more than fifty (50) percent of the total
building perimeter.
(3) Twelve (12) feet or less above the finished ground at any point.

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Bed and breakfast facility. A private residence that offers sleeping accommodations to lodgers in six
(6) or fewer rooms for rent, in the owner or operator's principal residence while renting rooms to lodgers,
and serves breakfasts at no extra cost to its lodgers. For the purpose of this definition, a lodger means a
person who rents a room in a bed-and-breakfast establishment for fewer than thirty (30) consecutive
days.
Bedroom. A room that has a closet.
Boarding and/or rooming house. A building dedicated to and used for the lodging and/or feeding,
for compensation, of up to six (6) nontransient persons, unrelated by blood or marriage to the owner or
operator of the house, and where renting individuals are also served with meals prepared in one (1)
kitchen by the owner or operator of the house, as defined herein. Foster children placed in a family home,
a community residential home with six (6) or fewer residents, a nursing home, or a personal care home
shall not be established as a boarding and/or rooming house.
Body shop. A building or location where motor vehicle repair and/or replacement are performed,
including, but not limited to, painting and metal fabrication of motor vehicles bodies or structures. A body
shop is a major automotive service.
Breezeway. A roofed, often open, passageway connecting two (2) buildings or halves of buildings. In
residential zoning districts the maximum length of a breezeway that is used to incorporate a new structure
as part of the principal building is not to exceed twenty (20) feet and the minimum width is to be four (4)
feet. The breezeway is to connect each building at an exterior door.
Buffer. A natural and/or enhanced vegetated landscaped area of a lot located and/or established. A
buffer is maintained and created with the intention to visibly separate different and possible incompatible
types of uses, measured from the common property line of the different uses, to shield or block noise,
light, glare, or other nuisances, or the area of land immediately adjacent to the banks of state waters in
its natural state of vegetation, which facilitates the protection of water quality and aquatic habitat within
a water supply watershed adjacent to reservoirs or perennial streams.

• Natural/Undisturbed Buffer: Land area in which there is no disturbance including but not
limited to removal of understory trees or vegetation, except for maintenance or removal of
hazardous and/or invasive trees and plants, or for approved perpendicular access and utility
crossings. Existing vegetation may qualify to be a natural buffer, if sufficient vegetation exists
within the required buffer width, the vegetation can be fully protected during construction,
and the existing vegetation can be proven to be substantially similar to the required plantings
of a new buffer and/or is sufficiently visibly dense to be accepted by the City as equivalent to
a planted buffer once mature.

• Enhanced Natural Buffer: Land area where an existing natural buffer is found to be inadequate
and therefore requires additional vegetative screening. No disturbance is allowed except for

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maintenance or removal of and/or invasive trees and plants, or for approved perpendicular
access, utility crossings and the addition of vegetative screening.

• Maintained Landscape Buffer: Land area in which grading is allowed and re-vegetation to a
buffer is required specific to a zoning case. Buffer must be replanted but also maintained per
approved landscape plan and not allowed to revert to a Natural/Undisturbed Buffer.

• Stream Buffer (State): “The area of land immediately adjacent to the banks of state waters in
its natural state of vegetation, which facilitates the protection of water quality and aquatic
habitat.” The definition of stream buffer is governed by Georgia Law, O.C.G.A. § 12-7-1

• Stream Buffer (Local): With respect to a stream, a natural or enhanced vegetated area lying
adjacent to the stream.

• Zoning Buffer: A buffer required by the Zoning Ordinance or as a condition of zoning, special
use or variance approval for a specific property.
Buffer strip. Land area located within the boundary of a lot required to be set aside and used for
landscaping and upon which only limited encroachments are authorized.
Build-to line. The line at which construction of a building facade is to occur on a lot. A build-to line
runs parallel to the front property line and is established to create an even (or more or less even) building
facade line on a street.
Buildable area. The portion of a lot which is not located within any minimum required yard,
landscape strip/area or buffer; that portion of a lot wherein a building or structure may be located.
Building. Any structure attached to the ground with a roof, designed and built for support, shelter,
storage, or enclosure for occupancy by persons or animals.
(1) Accessory building. A building subordinate to the principal building or use on a lot and used for
purposes incidental to the principal building or use and located on the same lot therewith. An
accessory structure shall not be erected on a lot prior to the time of construction of the
principal structure to which it is accessory.
(2) Building addition. Any walled and roofed expansion to the perimeter of a building which is
connected by a common load-bearing wall other than a firewall.
(3) Building frontage. The linear feet of the exterior wall of a building that faces any road or street
that provides a means of direct ingress and egress to the lot.
(4) Building permit. The permit required for new construction, completion of construction, or an
interior finish pursuant to the applicable building code. As used herein, the term shall not
include permits required for remodeling, rehabilitation, or other improvements to an existing

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structure provided there is no increase in the demand placed on those public facilities as
defined herein.
(5) Elevated building. A non-basement building constructed with the lowest floor of the lowest
enclosed area elevated above the ground level by means of fill, solid foundation perimeter
walls, pilings, columns, piers, or shear walls adequately anchored so as not to impair the
structural integrity of the building during a base flood event.
(6) Height of building. See "building height."
(7) Principal building. The building or structure in which the primary use permissible on the lot is
conducted. In RR (less than two (2) acres or a platted subdivision), SR, CCR, MFR, and MHR
residential zoned districts a dwelling shall be deemed to be the principal building on the lot. A
structurally independent garage, carport or other structure may be attached to the principal
buildings by a roofed breezeway which shall cause the entire structure to be construed as part
of the principal building and shall be subject to the sections applicable to the principal building
or structure. A detached and structurally independent carport, garage or other structure shall
conform to the requirements of any accessory building.
Building envelope. The area formed by the front, side, and rear building restriction or setback lines
of a lot within which the principal buildings must be located.
Building height. The vertical distance measured from average elevation of the proposed finished
grade to the highest point of the coping of a flat roof or to the deck line of a mansard roof, or to the
average height of the highest gable of a pitch or hip roof on a building. When referring to a tower, sign or
other structure, the distance measured from ground level to the highest point on the tower, sign or other
structure, even if said highest point is an antenna. When a building faces on more than one (1) street, the
height shall be measured from the average of the grades at the center of each street front.
Built environment. The elements of the environment that are generally built or made by people as
contrasted with natural processes.
Burial ground. An area dedicated to and used for interment of human remains. The term shall include
privately owned burial plots, individually and collectively, once human remains have been buried therein.
The fact that the area was used for burial purposes shall be evidence that it was set aside for burial
purposes.
Care home. A care facility where personal care services are provided to more than six (6) nonfamily
adults. See "personal care home" definition for permitted services and other requirements.
Carport. Any parking space(s) having a covered roof but not enclosed by walls and is an accessory
structure to a dwelling unit. Carports shall not include any parking structures.

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Cemetery or cemeteries. Any land or structure in The City of Stockbridge dedicated to and used, or
intended to be used for interment of the dead. It may be either a burial park for earth interments, a
mausoleum for vault or crypt interments, a columbarium or a combination of one (1) or more thereof,
and including chapels or churches when operated in conjunction with and within the boundaries of such
cemetery.
Certificate of occupancy. A document issued by the Director indicating the use of a particular building
or land which conforms to the requirements of this Unified Development Code.
Church or other place of worship. A building used for public worship including temples, synagogues
and related Sunday school or church facilities.
City: The City of Stockbridge, Georgia.
City street. A street which is owned and/or maintained by the City of Stockbridge.
Clean Water Act. The Federal Water Pollution Control Act (33 U.S.C. § 1251 et seq.), and any
subsequent amendments thereto.
Clearing / Clear Cutting: The broad removal of all trees and/or vegetation from an area.
Clinic. An establishment where patients, who are not lodged overnight, are admitted for examination
and treatment by one (1) physician or dentist or a group of physicians or dentists practicing medicine.
Club. A building or facilities owned or operated by and for special educational or recreational
purposes, but not primarily for a profit or to render a service that is customarily carried on for a gain.
Commencement of construction, for private development. Initiation of physical construction
activities as authorized by a development permit and leading to completion of a foundation inspection or
other initial inspection and approval by a public official charged with such duties; and for public projects,
means expenditure or encumbrance of any funds, whether they be development impact fee funds or not,
for a public facilities project, or advertising of bids to undertake a public facilities project.
Commercial vehicle. A vehicle whose gross vehicle weight rating (GVWR) is over twenty-six thousand
(26,000) pounds, or a trailer with a gross vehicle weight rating of over ten thousand (10,000) pounds,
including commercial tractor-trailers, dump trucks, wreckers, and earth-moving equipment. Agricultural
vehicles and equipment and school buses shall be excluded from this definition.
Completion of construction. The issuance of the final certificate of occupancy by the appropriate
governmental jurisdiction. The date of completion is the date on which such certificate is issued.
Comprehensive plan. The City of Stockbridge Plan or planning elements as adopted or amended in
accord with the State of Georgia Minimum Standards and Procedures for Local Comprehensive Planning.

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Comprehensive Planning Act. Official Code of Georgia Annotated, § 50-8-1 et seq. and the Minimum
Standards and Procedures for Local Comprehensive Planning as adopted by the Georgia Board of
Community Affairs.
Conditional use. A use within a certain zoning districts of this chapter which is not permitted as a
matter of right, but may be permitted within these districts by Mayor and City Council. A conditional use
is permanent in nature.
Condemnation. The taking of private property by a government unit for public use, when the owner
will not relinquish it through sale or other means; the owner is compensated by payment of market value.
The power to take the property is based on the concept of eminent domain.
Condominium. The ownership in fee simple title of a single unit in a multi-unit structure and an
undivided ownership interest, in common with other owners of the common elements of the structure,
including the common areas of land and its appurtenances.
Confined animal feeding operation. A building or fenced enclosure designed and used for holding or
fattening of animals in preparation for market. It does not include the pasturing of animals at densities
recommended by the best management practices of the Georgia Department of Agriculture as follows:
Horses—one (1) per forty-three thousand five hundred sixty (43,560) square feet (one (1) acre); cows—
one (1) per forty-three thousand five hundred sixty (43,560) square feet; sheep or goats—one (1) per
twenty thousand (20,000) square feet; fowl—twenty (20) per forty-three thousand five hundred sixty
(43,560) square feet.
Conservation easement. An agreement between a land owner and The City of Stockbridge or other
government agency or land trust that permanently protects open space or greenspace on the owners land
by limiting the amount and type of development that can take place, but continues to leave the remainder
of the fee interest in private ownership.
Construction. Any site, preparation, assembly, erection, substantial repair, alteration or similar
action but excluding demolition, for or of public or private right-of-way, structures, utilities or similar
property.
Construction activity. Activities subject to the Georgia Erosion and Sedimentation Control Act or
NPDES General Construction Permits. These include construction projects resulting in land disturbance.
Such activities include, but are not limited to, clearing and grubbing, grading, excavating, and demolition.
Construction Buffer: A type of buffer which is temporary and remains in effect during the
construction of a project.
Construction standard drawing. The construction standards manual utilized by the City of
Stockbridge and related drawings for public improvements.

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Cooking facilities. Any device used in the preparation of food, including range, ovens, cook-top
surface units, refrigerators, electric warming irons or hot plates, microwave ovens, coffee makers, toaster
ovens, and other similar small electric appliances, freezers separate from or not included within a
refrigeration unit are not included in this definition.
County. The use of the word "county" shall mean Henry County.
County street. A street which is owned and/or maintained by Henry County.
Covenant, protective. A contract entered into between private parties which constitute a restriction
on the use of a particular parcel of property.
Covenant, restrictive. Private contracts entered into between the developer and purchaser(s) which
constitute a restriction on the use of all private property within a development for the benefit of property
owners, and provide a mutual protection against undesirable aspects of development which would tend
to impair stability of values.
Cross access easement. A limited right to make use of a property owned by another to gain access
to another property; a right-of-way across the property.
Day care facility/center for children, day care center for youth, nursery schools and kindergarten
schools; and a day care center for adults. A firm, partnership, corporation, individual, or other business
entity providing care for more than six (6) children or adults, not related by blood or marriage, or not the
legal wards or foster children of the attendant adult or adults when conducted in a principal structure or
within a church or school. Child care centers must provide at least two hundred (200) square feet of
outdoor play area and thirty-five (35) square feet of indoor play space is provided for each child. The
outdoor play area shall be enclosed by a security chain link fence, at least four (4) feet in height. A state
license and a county business license are required.
Density, gross. The total number of dwelling units divided by the total project area, expressed as
gross dwelling units per acre.
Density, net. The number of dwelling units per acre of land when the average involved includes only
the land devoted to residential uses and excludes such areas as street rights-of-way, parks, common open
space, flood hazard areas, steep slopes (grater than twenty-five (25) percent) and public land. For mixed
use and interchange activity center zoning districts net density can include open space in the calculation
as long as open space is used for passive recreation.
Developer. A person or legal entity who undertakes land development activities.

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Development. Any action which creates demand on or need for public facilities, as defined herein,
and includes any construction or expansion of a building, structure, or use; any change in use of land, a
building, or structure; or the connection of any building or structure to a public utility.
Development activity: Any alteration of the natural environment which requires the approval of a
development or site plan and issuance of a development permit.
Development approval. Written authorization, such as issuance of a building permit, approval for
grading or site development, or other forms of official action required by local law or regulation prior to
commencement of construction.
Director. The official designated by the Mayor and City Council of the City of Stockbridge as being
responsible for issuing construction permits and certificates of occupancy.
Development impact fee. The payment of money imposed upon and paid by new development as a
condition of development approval as its proportionate share of the cost of system improvements needed
to serve it.
Development of regional impact (DRI). A development project, regardless of the mix of land uses,
which is likely to have impacts to the transportation network and environment beyond the limits of the
jurisdiction in which it is being constructed.
Development or single development. Any project or group of related projects constructed or planned
for construction on a single parcel or on contiguous parcels under single ownership. Any manmade change
to improved or unimproved real estate including, but not limited to, buildings or other structures, clearing,
digging, filling, dredging, excavating, grading, grubbing, mining, paving, removal of vegetation, stripping,
drilling operations, storage of equipment or materials, transportation and filling of land, and any other
installation of impervious cover; land development or land development project.
(1) New development. A land development activity on a previously undeveloped site.
(2) Post-development. The time period, or the conditions that may reasonably be expected or
anticipated to exist, after completion of the land development activity on a site as the context
may require.
(3) Pre-development. The time period, or the conditions that exist on a site, prior to the
commencement of land alteration, clearing, construction, or other activity that constitutes
development. Where phased development or plan approval occurs (preliminary grading, roads
and utilities, etc.) the existing conditions at the time prior to the first item being approved or
permitted shall establish pre-development conditions.
Development Permit: A permit that is issued by the City that authorizes development activity, and
includes but is not limited to, a land disturbance permit or building permit.

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Development Regulations: The adopted regulations providing for the subdivision and development
of real property within the City, as amended from time to time by the City City Council.
Development rights. A governmentally recognized entitlement to use or develop land at a certain
density, or intensity, or for a particular purpose, which may be severed from the realty and placed on
some other property.
(1) Receiving area. The region or district where development rights may be affixed to property.
(2) Receiving property. The lot or parcel where development rights are affixed, thereby increasing
the permissible density or intensity of use on the property.
(3) Sending area. The region or district where development rights may be removed for purposes
of transfer to another location.
(4) Sending property. The lot or parcel where development rights are removed, thereby eliminating
permissible uses on the property.
(5) Transfer of development rights. The process by which development rights from a sending
property are affixed to one (1) or more receiving properties.
Director: The Director of the Department of Planning and Zoning or his/her designee.
Drainage easement. An easement appurtenant or attached to a tract or parcel of land allowing the
owner of adjacent tracts or other persons to discharge stormwater runoff onto the tract or parcel of land
subject to the drainage easement.
Drainage structure. A device composed of a virtually nonerodible material such as concrete, steel,
plastic, or other such material that conveys water from one (1) place to another by intercepting the flow
and carrying it to a release point for stormwater management, drainage control, or flood control
purposes.
(1) Roadway drainage structure. A device such as a bridge, culvert, or ditch, composed of a virtually
nonerodible material such as concrete, steel, plastic, or other such material that conveys water
under a roadway by intercepting the flow on one (1) side of a traveled way consisting of one
(1) or more defined lanes, with or without shoulder areas, and carrying water to a release point
on the other side.
Drive-in. A retail or service enterprise wherein service is provided to the customer on the outside of
the principal building.
Drive-in restaurant. Any place or premises used for sale, dispensing or servicing of food, refreshment
or beverages in automobiles or other vehicles, including those establishments where customers may
consume same on the premises.

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Dwelling. A building or portion thereof which is designed or used exclusively for residential purposes,
including single-family, two-family, multiple-family dwellings, rooming and boarding houses, fraternities,
sororities and modular dwellings, but not including hotels or motels.
(1) Accessory dwelling. A dwelling unit established within the principal building or in a separate
structure, and on the same lot as the principal structure. It is an independent dwelling unit, but
it may share an entrance, yard and parking with the principal unit.
(2) Duplex or two-family. A building containing two (2) dwelling units, designed for occupancy by
not more than two (2) families living independent of each other.
(3) Multifamily. Three (3) or more dwelling units in one (1) building with the number of families in
residence not exceeding the number of dwelling units provided.
(4) Single-family. One (1) dwelling unit in one (1) building, other than a mobile home, hotel or
motel, designed for and occupied by one (1) family, containing rooms for living, sleeping, toilet
facilities and one (1) kitchen, that meets the standards set forth in Section 12.04017.
(5) Townhouse. One (1) of a series of three (3) or more attached dwelling units on separate lots
which are separated from each other by a coincidental property line and party wall partitions.
The structure must meet all front, rear and side yard setback requirements in the zoning district
in which it is located, except for the coincidental property line and wall. Each dwelling unit must
be separately metered for all utilities, have access to a public street and the coincidental
property line and wall must be fire-rated and extend from the foundation or ground (whichever
is lower) to the roof decking of the structure. Each dwelling unit shall contain rooms for living,
sleeping, toilet facilities and one (1) kitchen.
Dwelling unit. One (1) room, or rooms connected together, constituting a separate, independent
housekeeping establishment for owner occupancy, for rental or lease on a weekly, monthly, or longer
basis and physically separated from any other rooms or dwelling units which may be in the same structure,
and containing independent living, sleeping, toilet and a single kitchen with cooking facilities.
Easement. A grant of one (1) or more property rights by a property owner to the general public, a
public utility, a governmental unit, or a private individual or corporation for the use of a portion of the
owner's land for a specific purpose, or use as a means of access to other property. Easements shall be
designated "public" or "private" depending upon the nature of the usage.
(1) Conservation easement. An agreement between a land owner and a governmental agency or
land trust that permanently protects the land by limiting the amount and type of development
that is permissible, while leaving the remainder of the fee interest in private ownership.

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(2) Drainage easement. An agreement allowing the owner of adjacent tracts or other persons to
discharge stormwater runoff onto the tract or parcel of land subject to the drainage easement.
Eave. The projecting lower edges of a roof overhanging the wall of a building.
Erect. To build, paint, construct, attach, hang, place, suspend, assemble or affix.
Erosion. The process by which land surface is worn away by the action of wind, water, ice or gravity.
Erosion and sedimentation control plan. A plan that is designed to minimize and control the
accelerated soil erosion and sedimentation runoff resulting from a land disturbing activity. Also known as
the "plan".
Evergreen tree. Any tree that retains green leaves throughout the year. This includes magnolias and
tree-type hollies, as well as pines and cedars.
Excess capacity. That portion of the capacity of a public facility or system of public facilities which is
beyond that necessary to provide adequate service to existing development at the adopted level-of-
service standard.
Existing manufactured home park or subdivision. A manufactured home park or subdivision for which
the construction of facilities for servicing the lots on which the manufactured homes are to be affixed
(including at a minimum the installation of utilities, the construction of streets, and final site grading or
the pouring of concrete pads) is completed before June 3, 1986.
Expansion to an existing manufactured home park or subdivision. The preparation of additional sites
by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed,
including the installation of utilities, the construction of streets, and either final site grading or the pouring
of concrete pads.
Facade.
(1) Primary (front) facade. The exterior wall surface(s) across the building front, extending from
grade to top of the parapet, wall, gable, or eaves and from side corner to side corner that are
visible from any location on the street or main parking area and includes the primary entrance
into the building. If the building faces more than one (1) parking area or street, the largest
exterior wall of the building with a primary entrance which is most nearly parallel to the widest
street or largest parking area to which the building faces.
(2) Secondary facade. Any exterior wall of a building, other than the primary facade.
Family. One (1) or more persons occupying a premises and living as a single housekeeping unit, as
distinguished from a group occupying a boarding house, lodging house, hotel, fraternity or sorority house.

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Farm. A farm includes all places of three (3) or more acres devoted to the raising of agricultural
products regardless of the quantity or value of production.
Feepayor. That person or entity who pays a development impact fee, or his or her legal successor in
interest when the right or entitlement to any refund of previously paid development impact fees required
has been expressly transferred or assigned to the successor in interest.
Feedlot. Land devoted to confinement feeding of livestock. A lot or building or combination lots and
buildings intended for the confined feeding, breeding, raising or holding of livestock while being fattened
for slaughter and where animal waste may accumulate, but not including barns, pens or similar structures
not intended for the fattening of animals for slaughter.
Fill. A portion of land surface to which soil or other solid material has been added; the depth above
the original ground.
Finished grade. See grade.
Firing range. A public or privately owned facility designed and operated for the purpose of discharge
of rifles, shotguns and handguns at targets within a controlled setting.
Flag lot. See "lot" definition.
Flood (or flooding). A general and temporary condition of partial or complete inundation of normally
dry land areas from:
(1) The overflow of inland or tidal waters; or
(2) The unusual and rapid accumulation or runoff of surface waters from any source that is too
great to be confined within the banks or walls of a conveyance or stream channel and that
overflows onto adjacent lands.
Flood hazard area. The area possibly threatened by periodic flooding as determined by various data,
e.g., maps provided by the United States Department of Housing and Urban Development, United States
Soil Conservation Service, Army Corps of Engineers, or hydrological studies utilizing generally accepted
engineering practices. Flood hazard areas shall include all lands underneath a permanent body of water,
e.g., a lake, pond, river, and stream, and all land within the limits of a flood hazard area having a one-
hundred-year return frequency.
Flood hazard boundary map or FHBM. An official map of a community, issued by the Federal
Insurance Administration, where the boundaries of areas of special flood hazard have been defined as
zone A.
Flood insurance rate map or FIRM. The official map of The City of Stockbridge, on which the Federal
Insurance Administration has delineated both the areas of special flood hazard and the risk premium

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zones applicable to the community. Such FIRM as relates to property located within The City of
Stockbridge is incorporated by this reference as if fully set forth herein.
Flood insurance study or FIS. The official report, prepared and issued by the Federal Insurance
Administration of the Federal Emergency Management Agency evaluating flood hazards and containing
flood profiles and water surface elevations of the base flood, which FIS is incorporated by this reference
as if fully set forth herein.
Floodplain. Any land area susceptible to flooding with at least a one-percent probability of flooding
occurrence in any calendar year based on the basin being fully developed as shown on the current land
use plan.
Floodplain, 100-Year: Those lands subject to flooding, which have at least a one percent probability
of flooding occurrence in any calendar year; and specifically, the floodplain as shown on the Flood
Boundary and Floodway Map as prepared by the Federal Emergency Management Agency (FEMA).
Floodway or regulatory floodway. The channel of a stream, river or other watercourse and the
adjacent land areas of the floodplain which is necessary to contain and discharge the base flood without
cumulatively increasing the water surface elevation more than one (1) foot.
Floor area. The total number of square feet of floor area in a building determined by horizontal
measurements between the exterior faces of the outside walls, but excluding any attic, unfinished
basement area, breezeway, cellar, porch, or verandah.
Frontage or road frontage. The distance measured along a public street right-of-way, or the main
street property line of a lot.
Garage, parking. A structure, lot or any portion thereof which is open to the public in which one (1)
or more vehicles are housed or kept, not including exhibition, show rooms, storage of cars or cars for sale.
Garage, repair. A building or structure used to house, cover or protect automobiles or other vehicles
from the elements while repairs are being made thereto.
Grade. The lowest point of elevation of the finished surface of the ground immediately surrounding
the building or structure.
(1) Finished grade. The final elevation and contour of the ground after cutting or filling and
conforming to the proposed design.
(2) Highest adjacent grade. The highest natural elevation of the ground surface adjacent to the
proposed foundation walls of a structure prior to construction.

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Grade (roadway). The slope (ratio of change in elevation to change in distance) or a roadway typically
given in percent. For example, a two-percent grade represents two (2) feet of elevation change over a one
hundred-foot distance.
Grading. Altering the shape of ground surfaces to a predetermined condition; this includes stripping,
cutting, filling, stockpiling and shaping or any combination thereof and shall include the land in its cut or
filled condition.
Grubbing: The removal of stumps or roots from a site.
Greenspace (or open space). Any area protected as permanently vegetated land.
Ground coverage. The area of a lot occupied by all buildings expressed as a percentage of the gross
area of the lot.
Ground elevation. The original elevation of the ground surface prior to cutting or filling.
Group home. A residence where two (2) or more unrelated persons live that is under the supervision
of a resident manager. Group homes are established to assist persons who have left highly structured
institutions such as a hospital or prison, to adjust to and reenter society and live within its accepted norms.
The purpose of a group home is to allow people to begin the process of reintegration with society, while
still providing monitoring and support. Group homes shall not provide treatment of drug or alcohol
dependency, or provide an alternative to incarceration.
Hardship. The presence of some unique or rare condition of land, different in type and extent from
other land in the same location or in the same zoning district.
Hazardous material. Any substance defined as "hazardous waste" by the Georgia Department of
Natural Resources pursuant to O.C.G.A. § 12-8-60 et seq. as hereafter amended.
Hazard to air navigation. An obstruction determined to have a substantial adverse effect on the safe
and efficient utilization of the navigable airspace.
Hazardous waste. Any solid waste which has been defined as "hazardous waste" in regulations
promulgated by the Administrator of the United States Environmental Protection Agency pursuant to the
Federal Act which are in force and effect on February 1, 1991, codified as 40 C.F.R. Section 261.3 as
hereafter amended and any designated hazardous waste. Also any substance defined as "hazardous
waste" by the Georgia Department of Natural Resources pursuant to O.C.G.A. § 12-8-60 et seq. as
hereafter amended.
Health and personal services. Establishments providing nonmedically related services, including
beauty and barber shops; clothing rental; dry cleaning pick-up stores; laundromats (self-service laundries);

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psychic readers; shoe repair shops; tanning salons. These uses may also include accessory retail sales of
products related to the services provided.
Height. The vertical distance measured from average elevation of the proposed finished grade to the
highest point of the coping of a flat roof or to the deck line of a mansard roof, or to the average height of
the highest gable of a pitch or hip roof on a building. When referring to a tower, sign or other structure,
the distance measured from ground level to the highest point on the tower, sign or other structure, even
if said highest point is an antenna. When a building faces on more than one (1) street, the height shall be
measured from the average of the grades at the center of each street front.
Heliport. A designated area for landing and takeoff of rotorcraft.
Highest adjacent grade. The highest natural elevation of the ground surface, prior to construction,
adjacent to the proposed foundation of a building.
Historic district. A geographically definable area, possessing a significant concentration, linkage, or
continuity of sites, buildings, structures or objects united by past events or aesthetically by plan or physical
development. A district may also comprise individual elements separated geographically but linked by
association or history. A historic district shall further mean an area designated by the Mayor and City
Council as a historic district pursuant to the criteria established in section Chapter 8.37 of this Unified
Development Code.
Historic structure. Any structure that meets one (1) or more of the following conditions:
(1) Listed individually in the National Register of Historical Places (as maintained by the U.S.
Department of Interior) or preliminarily determined by the Secretary of the Interior as meeting
the requirements for individual listing on the National Register;
(2) Certified or preliminarily determined by the Secretary of the Interior as contributing to the
historical significance of a registered historic district or a district preliminarily determined by
the Secretary to qualify as a registered historic district;
(3) Individually listed on a state inventory of historic places and determined as eligible under the
state historic preservation program which has been approved by the Secretary of the Interior;
or
(4) Individually listed on a local inventory of historic places and determined as eligible under the
local historic preservation program which has been certified either by an approved state
program as determined by the Secretary of the Interior or directly by the Secretary of the
Interior in the event the state has no approved program.
Home occupation. An occupation for gain or support conducted on the premises or within a dwelling
unit by a person or family residing thereon. The term "home occupation" shall not be deemed to include
a tourist home.

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Hospice care facility. Hospice care provides humane and compassionate care for people in the last
phases of incurable disease so that they may live as fully and comfortably as possible. Hospice is to enable
patients to continue an alert, pain-free life and to manage other symptoms so that their last days may be
spent with dignity and quality, surrounded by their loved ones. Hospice affirms life and does not hasten
or postpone death. Hospice care treats the person rather than the disease; it focuses on quality rather
than length of life. It provides family-centered care; care is provided for the patient and family twenty-
four (24) hours a day, seven (7) days a week. Hospice care can be given in the patient's home, a hospital,
nursing home, or private hospice facility.
Hospital. An institution receiving in-patients, or a public institution receiving out-patients, and
authorized under Georgia law to render medical, surgical and/or obstetrical care. The term "hospital" shall
include a sanitarium for the treatment and care of mental patients, alcoholics or drug addicts, but shall
not include office facilities for the private practice of medicine or dentistry.
Hotel. A building in which lodging, generally without in-room cooking facilities, is provided for guests.
The term "hotel" includes the terms "motel", "extended stay" hotel or motel and "tourist court".
Impervious surface (or impervious cover). Any manmade paved, hardened or structural surface
composed of any material that significantly impedes or prevents the natural infiltration of water or
stormwater into the ground below the structure or surface into soil. Impervious surfaces include, but are
not limited to, rooftops, buildings, streets and roads, swimming pools and any concrete or asphalt surface.
Improvements. Physical changes to the land which are necessary to create useable lots including (but
not limited to) grading and paving streets, sewer and water facilities, hydrants, sidewalks, monuments,
changes to existing utilities, and stormwater drainage and detention systems.
Indoor play space. Play space required inside the principal structure of child care centers set aside
for children's recreation and play. The area provided must be at least thirty-five (35) square feet of indoor
play space for each child.
Industrial activity. Activities subject to NPDES industrial permits as defined in 40 CFR, Section
122.26(b)(14).
Industrialized building. Any structure or component thereof which is wholly or in substantial part
made, fabricated, formed, or assembled in manufacturing facilities for installation on a building site and
has been manufactured in such a manner that all parts or processes cannot be inspected at the installation
site without disassembly, damage to, or destruction thereof. Industrialized buildings are constructed and
regulated in accordance with the "Industrialized Buildings Act", Georgia Law 1981 pp 1637—1643
(O.C.G.A., § 8-2-2(1)).

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Inert construction waste. Waste building materials and other waste resulting from the construction,
remodeling or repair of houses, buildings and other structures which will not or are not likely to cause
production of leachate of environmental concern. Such waste is limited to earth and earth-like products,
concrete, cured asphalt, rock, bricks, yard trimmings, stumps, limbs and leaves. This definition excludes
all waste not specifically listed above.
Infill. Development of vacant or remnant lands passed over by previous development in the area.
Infrastructure. Manmade structures and systems which serve the common needs of the population,
such as: sewage disposal systems; potable water systems; potable water wells serving a system; solid
waste disposal sites or retention areas; stormwater systems; utilities; piers; docks; wharves; breakwaters;
bulkheads; seawalls; bulwarks; revetments; causeways; marinas; navigation channels; bridges; and
roadways.
Inoperable vehicle. Any motorized vehicle incapable of immediately being driven.
Inspection and maintenance agreement. A written agreement providing for the long-term inspection
and maintenance of stormwater management facilities and practices on a site or with respect to a land
development project, which when properly recorded in the deed records constitutes a restriction on the
title to a site or other land involved in a land development project.
Institutional use. Activities for civic, cultural, educational, social, or governmental purposes.
Interparcel connection. A vehicular and pedestrian road, street or lane connecting segment and or
sidewalk access for public use to gain access to adjacent residential subdivisions, commercial, industrial
and mixed use subdivisions and establishments where access to contiguous properties would otherwise
require vehicle trips on frontage roads for access.
Interior landscape area. An area to be landscaped which is located in the interior area of a
development or building site where vehicular parking spaces are to be provided or which is otherwise to
be covered with impervious surface.
Junk/salvage yard. Any use on public streets or private property involving the parking, storage or
disassembly of vehicles and/or machinery; the storage, sale or resale of used auto parts, tires, scrap iron,
metal; used plumbing fixtures, old stoves, refrigerators and other old household appliances; used brick,
wood, or other building/structural materials, used paper, rags or other scrap materials. These uses shall
be considered junk yards whether or not all or part of these operations are conducted inside a building or
in conjunction with, or accessory to other uses of the premises.
Junked vehicle. Any wrecked inoperable, dismantled automobile, truck or other vehicle which does
not bear a current state license plate.

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Kennel. The following shall constitute a kennel:
(1) Commercial kennel: Any location which provides boarding and care for dogs, cats, or other
small animals for pecuniary gain.
(2) Noncommercial kennel: Any single-family residence in the RA zoning district where no more
than ten (10) adult dogs and/or cats are kept as pets for the noncommercial purpose of hunting,
exhibition in shows, field trials or breeding. Surplus offspring bred at such kennels to enhance
or perpetuate any given breed, recognized by the American Kennel Club, may be sold at such
kennels and shall not be considered a commercial activity. All animals kept or maintained in
said kennel must be owned by the individual or family residing upon the lot upon which the
kennel is located.
Kindergarten. A state-approved institution for the education of pre-school aged children.
Kitchen. A room or interior area equipped for preparing and cooking food.
Land development. See development.
Land development activities. Those actions or activities which comprise, facilitate or result in land
development.
Land development project. A discrete land development undertaking.
Land disturbance. Any land or vegetation change, including, but not limited to, clearing, grubbing,
stripping, removal of vegetation, dredging, grading, excavating, transporting, and filling of land, that do
not involve construction, paving or any other installation of impervious cover.
Land disturbing activity. Any activity which may result in soil erosion from water or wind and the
movement of sediments into state waters or onto lands within the state, including, but not limited to,
clearing, dredging, grading, excavating, transporting, and filling of land but not including agricultural
practices.
Land Disturbance Permit (LDP): Any permit other than a Building Permit issued by City of Stockbridge
that authorizes clearing or grading activities on a site or portion of a site. Said permit may be Clearing,
Clearing and Grubbing, Grading, or Development Permit as defined and authorized under the
Development Regulations of the City of Stockbridge.
Landscape plan. A detailed plan depicting proposed landscaping which will accompany all site plans
submitted for development approval when required by the Unified Development Code.

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Landscape Strip: Land area located within the boundary of a lot and required to be set aside and
used for landscaping upon which only limited encroachments are authorized.
Litter. Any organic or inorganic waste material, rubbish, refuse, garbage, trash, hulls, peelings, debris,
grass, weeds, ashes, sand, gravel, slag, brickbats, metal, plastic, and glass containers, broken glass, dead
animals or intentionally or unintentionally discarded materials of every kind and description which are not
"waste" as such terms defined on O.C.G.A., § 16-7-51(6).
Loading space, off-street. Space logically and conveniently located for bulk pickups and deliveries,
scaled to the size of delivery vehicles expected to be used.
Lodge. A membership organization that holds regular meetings and that may, subject to other
regulations controlling such uses, maintain dining facilities, serve alcohol, or engage professional
entertainment for the enjoyment of dues-paying members and their guests. There are no sleeping
facilities.
Lot. A portion or parcel of land separated from other portions or parcels by description, such as on
a subdivision plat, survey map, or metes and bounds.
(1) Corner lot. A lot abutting two (2) or more streets at their intersection, or bounded on two (2)
or more adjacent sides by street right-of-way lines.
(2) Double frontage lot (through lot).A lot, other than a corner lot, that has frontage upon two (2)
or more streets that do not intersect at a point abutting the property.
(3) Flag lot. A lot with uneven dimensions in which the portion fronting on a street is less than the
required minimum width required for construction of a building or structure.
(4) Interior. A lot other than a corner lot or a through lot.
Lot depth. The average horizontal distance between the front and rear lot lines. (Lot definitions are
illustrated in figure A.1.) [not available]
Lot line (property line). The property boundary, abutting a right-of-way line, or any line defining the
exact location of a lot.
Lot width. The horizontal distance between the side lot lines measured along the street right-of-way
lines.
Lot of record. An individual lot or a lot which is a part of a subdivision, the map of which has been
recorded in the office of the clerk of superior court of Henry County, Georgia, or a parcel of land the deed
of which has been recorded in the office of the clerk of superior court of Henry County.
Lowest floor. The lowest floor of the lowest enclosed area, including basement. An unfinished or
flood-resistant enclosure, used solely for parking of vehicles, building access, or storage, in an area other

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than a basement, is not considered a building's lowest floor, provided that such enclosure is not built so
as to render the structure in violation of other provisions of this Unified Development Code.
Manufactured home. A structure transportable in one (1) or more sections, which, in the traveling
mode, is eight (8) body feet or more in width or forty (40) body feet or more in length or, when erected
on site, is three hundred twenty (320) or more square feet and which is built on a permanent chassis and
designed to be used as a dwelling with or without a permanent foundation when connected to the
required utilities and includes the plumbing, heating, air-conditioning, and electrical systems contained
therein; except that such term shall include any structure which meets all the requirements of this
paragraph except the size requirements and with respect to which the manufacturer voluntarily files a
certification required by the secretary of housing and urban development and complies with the
standards established under the National Manufactured Housing Construction and Safety Standards Act
of 1974, 42 U.S.C. Section 5401, et seq.
Manufactured homes are built or fabricated in an offsite facility on or after June 15, 1976 and installed or
assembled on the home site. They must meet U.S. Department of Housing and Urban Development (HUD)
construction requirements. Manufactured homes may be single- or multi-section and are transported to
the site and installed with each section bearing a seal certifying that it is built in compliance with the
federal Manufactured Home Construction and Safety Standard Act.
Master development plan. A written and graphic submission for a mixed-use development which
represents a tract of land, proposed subdivision, the location and bulk of buildings and other structures,
density of development, public and private streets, parking facilities, common open space, public facilities
and all covenants relating to use thereof. The master development plan is submitted in conjunction with
a rezoning application for the MU zoning district.
Mini-warehouse. A building or portion thereof used for dead storage, mainly of the excess personal
property of an individual or family, but also of small amounts of goods or merchandise for businesses or
individuals. Mini-warehouses shall not include retail sale on the premises, commercial repair or other
services, manufacturing or any other commercial use.
Mobile food services, portable restaurants, temporary outdoor and sales, and sidewalk sales. Any
temporary business selling goods or merchandise from a tent, truck, vending cart or other areas outside
of a permanent structure on property owned or leased by the business. Temporary outdoor sales do not
include sales conducted by charitable organizations incidental to the principal or permitted use or
structure on the property.
Mobile home. A structure, transportable in one (1) or more sections, which, in the traveling mode,
is eight (8) body feet or more in width or forty (40) body feet or more in length or, when erected on site,
is three hundred twenty (320) or more square feet and which is built on a permanent chassis and designed

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to be used as a dwelling with or without a permanent foundation when connected to the required utilities
and includes the plumbing, heating, air-conditioning, and electrical systems contained therein and
manufactured prior to June 15, 1976. Documentation of compliance with the National Mobile Home
Construction and Safety Standard Act (United States Department of Housing and Urban Development
certification) shall be required.
Mobile home park. A parcel of land that has been planned and improved for the placement of mobile
homes for living or sleeping purposes, or where spaces or lots are set aside and offered for rent for use
by mobile homes for living or sleeping purposes, including any land, building or structure or facility used
by occupants of mobile homes on such premises. A mobile home park does not include an automobile or
mobile home sales lot on which unoccupied mobile homes are parked for inspection or sale.
Motel. An establishment where lodging without separate cooking facilities are provided to the public
for compensation, in which ingress or egress to and from all rooms are made primarily directly from an
exterior walkway rather than from an inside lobby. Includes a building or group of buildings intended for
short-term use by transients or the travelers, and containing sleeping accommodations with sanitary
facilities. Other synonymous terms include hotel, tourist court, motor court, motor inn, or motor lodge.
(1) Extended stay motel or hotel. A motel providing sleeping accommodations, sanitary facilities,
and kitchen facilities, intended for overnight or weekly use.
Move in house or structure. Pre-existing dwelling or structure relocated to another lot or on the same
lot.
National Pollutant Discharge Elimination System (NPDES) Stormwater Discharge Permit. A permit
issued by the Georgia EPD under authority delegated pursuant to 33 USC § 1342(b) that authorizes the
discharge of pollutants to waters of the United States, whether the permit is applicable on an individual,
group, or general area-wide basis.
Natural area. An area of natural vegetation that is generally undisturbed, unmaintained, and is self-
perpetuating. It includes not only trees, but also native shrubs, ground covers, wildflowers, vines, and
grasses.
Natural vegetated area. An undeveloped area largely free from human disturbance where naturally
occurring vegetation is allowed to remain undisturbed or is enhanced and maintained by human
intervention. Activities specifically allowed in such an area include, but are not limited to: Conservation
or preservation of soil, water, vegetation, fish, shellfish and other wildlife; outdoor recreational activities,
including hunting, fishing, trapping, bird watching, hiking, boating, horseback riding, swimming, canoeing,
skeet and trap shooting; education, scientific research and nature trails; maintenance or repair of lawfully
located roads, structures and utilities used in the service of the public, provided that the work is conducted
using best management practices to ensure that negative effects on the previous nature of the land shall

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be minimized; and limited excavating, filling and land disturbance necessary for the repair and
maintenance of structures necessary to the uses permissible in the area as above.
Natural ground surface. The ground surface in its original state before any grading, excavation or
filling.
Net acreage. The total acreage of any parcel or combined parcels of land to be developed as a single
project, less the sum of the following: total number of acres contained in the 100-year flood hazard area,
total number of acres contained in rights-of-ways and the total number of acres contained in detention
or retention ponds to be constructed.
Nonconformity or nonconforming use. A land use activity, building or structure legally established
prior to adoption of this Unified Development Code, or subsequent amendment to it, that would not
otherwise be permissible under the provisions of this section.
Nonpoint source pollution. A form of water pollution that does not originate from a discrete point
such as a sewage treatment plant or industrial discharge, but involves the transport of pollutants such as
sediment, fertilizers, pesticides, heavy metals, oil, grease, bacteria, organic materials and other
contaminants from land to surface water and groundwater via mechanisms such as precipitation,
stormwater runoff, and leaching. Nonpoint source pollutions a by-product of land use practices such as
agricultural, silvicultural, mining, construction, subsurface disposal and urban runoff sources.
Nursery school, kindergarten schools. See day care definition.
Nursing home. A use in which domiciliary care is provided to one (1) or more convalescing,
chronically or terminally ill non-family members who are provided with food, shelter and care. This use
shall not include hospitals, clinics or similar institutions devoted primarily to the diagnosis and treatment
of the sick or injured.
Open space. Permanently protected areas that are preserved in a natural state and. undisturbed
lands or otherwise properties set aside for recreational uses, buffers, common areas, landscape areas, as
well as other uses defined under the "open space categories" described below. Buffers and wetlands, if
located on lots to be conveyed to private property owners, shall not be considered as "open space." Land
contained within the 100-year flood zone shall not be considered as "open space" if located on lots that
are to be conveyed to private property owners. Land designated as "open space" is divided into five (5)
categories (the "open space categories" or, singularly, an "open space category"):
(1) Category A. Wetland stream buffers; 100-year flood hazard areas, undisturbed buffers between
various land uses, roadside buffers, wildlife sanctuaries, and other forms of buffers, if owned
by the developer or a property owners association;

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(2) Category B. Improved and revegetated areas utilized for active recreation, such as ball fields,
parks and golf courses;
(3) Category C. Improved, active recreation areas, such as swimming pools, tennis courts and
playgrounds;
(4) Category D. State waters, including wetlands, ponds, lakes, if owned by a developer or a
property owners association; and
(5) Category E. Land donated to a governmental entity for public use, provided such land is not
located in a wetland or 100-year flood zone.
Outdoor play area. An area outside the principal structure designed and set aside for recreation and
play in the open air and sunshine and may contain some play equipment. See child care center definition.
Outside storage. The placement or containment of goods, materials, or equipment other than within
a building, for purposes of keeping such goods, materials, or equipment for processing, use, sale, or
transfer to other locations.
Overbank flood protection. Measures taken to prevent an increase in the frequency and magnitude
of out-of-bank flooding (i.e., flow events that exceed the capacity of the channel and enter the floodplain),
and that are intended to protect downstream properties from flooding for the two-year through twenty-
five-year frequency storm events.
Overhang. The edge of a roof that projects out over the space or wall beneath.
Overlay zoning district or overlay district. A defined geographic area that encompasses one (1) or
more underlying zoning districts and that superimposes additional requirements above those required by
the underlying zoning district. An overlay district can be coterminous with existing zoning districts or
containing only parts of one (1) or more such districts. Permitted uses in the underlying zoning district
shall continue subject to compliance with the regulations of the overlay zone or district where that use is
expanded or enlarged after the adoption of this Unified Development Code.
Owner. The legal or beneficial owner of a site including, but not limited to, a mortgagee or vendee
in possession, receiver, executor, trustee, lessee or other person, firm or corporation in control of the site.
Parcel. Any plot, lot or acreage shown as a unit on the latest county tax assessment records.
Parking space, off-street. An off-street parking space consisting of a space adequate for parking an
automobile with room for opening doors on both sides, together with properly related access to a public
street or alley and maneuvering room, design standards for which are contained in the Unified
Development Code.

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Patio cover. An attached structure with open, screened or glazed walls which is used only for
recreational, outdoor living purposes associated with the dwelling unit and not as carports, garages,
storage rooms or habitable rooms.
Pavement width. The cross section width of a paved road measured from edges of pavement.
Perennial stream. Any stream which flows throughout the entire year, as shown as a solid blue line
on a United States Geological Survey (USGS) 7-minute Topographic Series Maps (1:24,000).
Perimeter landscape area. An area to be landscaped which is located between the buffer area
required by the Unified Development Code and the interior landscape area, as defined in the Unified
Development Code.
Permit. The authorization, issued by The City of Stockbridge to the applicant that is necessary to
conduct the activity that was applied for and approved.
Person. Any individual, partnership, firm, association, joint venture, public or private corporation,
trust, estate, commission, board, public or private institution, utility, cooperative, state agency,
municipality or other political subdivision of this state, any interstate body or any other legal entity.
Personal care home. A personal care home is a single home where personal care services are
provided to no more than six (6) nonfamily adults. Personal care services includes, but is not limited to,
individual assistance with or supervision of self-administered medication and essential activities of daily
living such as eating, bathing, grooming, dressing, and toileting. A care home cannot provide nursing or
other medical services or admit and retain residents who need continuous medical or nursing care (see
O.C.G.A. § 31-7-12 for state requirements for personal care homes). The term "personal care home" does
not include buildings which are devoted to independent living units which include kitchen facilities in
which residents have the option of preparing and serving some or all of their own meals, nor does it
include halfway houses, residential treatment facilities, nursing homes, sanitariums, hospital or other
institutional facilities, or rooming or boarding facilities which do not provide personal care.
Pervious Surface: means those areas which do not prevent or impede the infiltration of stormwater
into the soil as it entered in natural conditions prior to or after development.
Pet. A tame animal kept for companionship or pleasure. In all residential zoning districts the
maximum number of pets allowed per residence is four (4).
Planned unit development. Development which has both residential and nonresidential land uses
according to a master development plan, with related covenants and restrictions. Developments within a
PUD project may have flexibility in the application of development standards when approved according
to a master development plan, and to promote the conservation of natural resources, more efficient use
of land, and, efficiency in the extension of streets and utilities.

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Pollutant. Anything which causes or contributes to pollution. Pollutants may include, but are not
limited to: Paints, varnishes, and solvents; petroleum hydrocarbons; automotive fluids; cooking grease;
detergents (biodegradable or otherwise); degreasers; cleaning chemicals; nonhazardous liquid and solid
wastes and yard wastes; refuse, rubbish, garbage, litter, or other discarded or abandoned objects and
accumulations, so that same may cause or contribute to pollution; floatables; pesticides, herbicides, and
fertilizers; liquid and solid wastes; sewage, fecal coliform and pathogens; dissolved and particulate metals;
animal wastes; wastes and residues that result from constructing a building or structure; concrete and
cement; and noxious or offensive matter or any kind.
Pollution. The contamination or other alteration of any water's physical, chemical or biological
properties by the addition of any constituent and includes but is not limited to, a change in temperature,
taste, color, turbidity, or odor of such waters, or the discharge of any liquid, gaseous, solid, radioactive,
or other substance into any such waters as will or is likely to create a nuisance or render such waters
harmful, detrimental or injurious to the public health, safety, welfare, or environment, or to domestic,
commercial, industrial, agricultural, recreational, or other legitimate beneficial uses, or to livestock, wild
animals, birds, fish or other aquatic life.
Portico or porch. A covered entrance to a large building or a covered walkway, often leading to the
main entrance of a building that consists of a roof supported by pillars.
Post-development. Refers to the time period, or the conditions that may reasonably be expected or
anticipated to exist, after completion of the land development activity on a site as the context may
require.
Pre-development. Refers to the time period, or the conditions that exist, on a site prior to the
commencement of a land development project and at the time that plans for the land development of a
site are approved by the plan approving authority. Where phased development or plan approval occurs
(preliminary grading, roads and utilities, etc.) the existing conditions at the time prior to the first item
being approved or permitted shall establish pre-development conditions.
Premises. Any building, lot, parcel of land, or portion of land whether improved or unimproved
including adjacent sidewalks and parking strips.
Primary surface. An area longitudinally centered on a runway extending two hundred (200) feet
beyond each end of the runway. The elevation of any point on the primary surface is the same as the
elevation of the nearest point on the runway centerline.
Principal building. The building or structure containing or to contain the principal use of a lot.
Principal permitted use. That use of a lot which is among the uses allowed as a matter of right under
the zoning classifications. (Also see WCF principal or accessory use.)

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Private deed restrictions or covenants. Private deed restrictions or covenants imposed on land by
private land owners. They bind and restrict the land in the hands of present owners and subsequent
owners. They are enforceable only by the land owners involved and not by the county or other public
agency.
Project. A single improvement or set of interrelated improvements undertaken together within a
finite time period at a specific location. With regard to land development, a project may be identified as
those construction activities authorized collectively by a building permit or other development approval,
or for an interrelated collection of buildings and common public facilities such as a residential subdivision
or an office park.
Project improvements. Site specific improvements or facilities that are planned, designed, or built to
provide service for a specific development project and that are necessary for the use and convenience of
the occupants or users of that project only, and that are not "system" improvements. The character of
the improvement shall control a determination of whether an improvement is a project improvement or
a "system" improvement, and the physical location of the improvement on-site or off-site shall not be
considered determinative of whether an improvement is a "project" improvement or a "system"
improvement. A project improvement may provide no more than incidental service or facility capacity to
persons other than users or occupants of the particular project they serve. No improvement or facility
included in a plan for public facilities and approved for public funding by The City of Stockbridge, Georgia,
shall be considered a project improvement.
Property line. See lot line.
Property owner. That person or entity that holds legal title to property.
Proportionate share. That portion of the cost of system improvements that is reasonably and fairly
related to the service demands and needs of a project.
Protection area or stream protection area. With respect to a stream, the combined areas of all
required buffers and setbacks applicable to such stream.
Public or private property. The right-of-way of any road or highway; any body of water or
watercourse or the shores or beaches thereof; any park, playground, building, refuge, or conservation or
recreation area; timberlands or forests; and residential, commercial, industrial, or farm properties.
Public facilities or public spaces means:
(1) Parks, open space, and recreation areas and related facilities; and
(2) Public safety facilities, including police, inmate housing, fire, animal control, emergency
medical, and rescue facilities;
(3) Libraries and related facilities; and

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(4) Roads, streets, and bridges, including rights-of-way, traffic signals, landscaping, and any other
components of state or federal highways.
Public streets. Right-of-way dedicated to the county or owned by the county for public street
purpose.
Public utility. Firm, corporation, or local government authorities providing gas, electriCity,
communications service, and similar essential services.
Public water facilities. Mains and service lines owned and operated by the City of Stockbridge, the
Henry County Water and Sewage Authority, or when approved by the Mayor and City Council, a private
water system operating under the direct supervision of the DNR.

Regulatory flood (regulatory flood elevation). The flood standard equal to or higher than the base
flood.
Residence. A home, abode, or place where an individual is actually living on a non-temporary basis.
Right-of-way. Access over or across a particularly described property for a specific purpose. A strip
of land intended to be occupied by a street, crosswalk, railroad, electric transmission line, oil or gas
pipeline, water line, storm sewer, drainage structure, sewer line, or other similar use.
Roadway drainage structure. A device such as a bridge, culvert, or ditch, composed of a virtually
nonerodible material such as concrete, steel, plastic, or other such material that conveys water under a
roadway by intercepting the flow on one (1) side of a traveled way consisting of one (1) or more defined
lanes, with or without shoulder areas, and carrying water to a release point on the other side.
Sediment. Solid material, both organic and inorganic, that is in suspension, is being transported, or
has been moved from its site of origin by air, water, ice, or gravity as a product of erosion.
Sedimentation. The process by which eroded material is transported and deposited by the action of
water, wind, ice, or gravity.
Self-service storage facility. A fully enclosed facility containing independent bays and/or self
contained units which are leased to or owned by individuals exclusively for dead storage of goods or
personal property.

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Setback. The horizontal distance between a building or building line and a property line or a buffer
line in which a structure cannot be erected or, with respect to a stream, the area established by the Unified
Development Code extending beyond any buffer applicable to the stream.
Shrub: A woody plant of relatively low height, as distinguished from a tree by having several stems
rather than a single trunk.
Sign. Every device, item, product, frame, letter, figure, character, mark, plane, point, design, picture,
stroke, stripe, trademark, or reading matter, which is used or intended to be used to attract attention or
convey information when the same is placed in view of the general public. For the purpose of determining
number of signs, a single display surface or a single display device containing different elements that are
organized, related, and composed to form a unit shall be considered to be one (1) sign. Where different
elements are displayed in a random manner without an organized relationship to each other, or where
there is reasonable doubt as to the relationship of different elements to each other, each element shall
be considered to be a single separate sign.
Small Box Discount Store. A retail store (a) with floor area less than twelve thousand (12,000) square
feet (b) that primarily offers for sale a combination and variety of convenience shopping goods and
consumer shopping goods; and (c) continuously offers and advertises a majority of the items in their
inventory for sale at a price less than ten dollars ($10.00) per item. Small box discount store shall not
include the following: drug stores or a convenience stores attached to or collocated with gas stations.
Soil and water conservation district approved plan. An erosion and sedimentation control plan
approved in writing by the Henry County Soil and Water Conservation District.
Solid waste management facilities. Public or private disposal facilities or transfer stations, operated
for the purpose of recycling, reclaiming, treating, or disposal of garbage, sewage, rubbish, offal, oil field
wastes, hazardous waste, or other waste material originating on or off the premises.
Special event. A gathering or event for which the promoter or other person, firm, or corporation
holding or producing the event must obtain a permit.
Stabilization. The process of establishing an enduring soil cover of vegetation by the installation of
temporary or permanent structures for the purpose of reducing to a minimum the erosion process and
the resultant transport of sediment by wind, water, ice or gravity.
Stable, private. A stable with a capacity of not more that four (4) horses, mules or other draught
animals.
Stable, public. A stable other than a private stable with a capacity of more than four (4) horses, mules
or other draught animals.
Start of construction. The date the permit was issued, provided the actual start of construction,
repair, reconstruction, or improvement was within one hundred eighty (180) days after the permit date.

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The actual start means the first placement of permanent construction of the structure such as the pouring
of slabs or footings, installation of piles, construction of columns, or any work beyond the stage of
excavation, and includes the placement of a manufactured home on a foundation. Permanent
construction does not include initial land preparation, such as clearing, grading and filling; nor does it
include the installation of streets and/or walkways; nor does it include excavation for a basement,
footings, piers or foundations or the erection of temporary forms; nor does it include the installation on
the property of buildings appurtenant to the permitted structure, such as garages or sheds not occupied
as dwelling units or part of the main structure. (NOTE: accessory structures are not exempt from any
ordinance requirements). For a substantial improvement, the actual start of construction means the first
alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration
affects the external dimensions of the building.
State waters. Any and all rivers, streams, creeks, branches, lakes, reservoirs, ponds, drainage
systems, springs, wells, and other bodies of surface or subsurface water, natural or artificial, lying within
or forming a part of the boundaries of the state which are not entirely confined and retained completely
upon the property of a single individual, partnership, or corporation, except any project involving less than
one (1) acre of disturbed area and as may be defined in O.C.G.A. § 12-7-17(7).
Street. The land between the right-of-way lines, whether improved or unimproved, and may
comprise pavement, shoulders, curb and gutter, sidewalks, drainage ditches and structures, and other
areas within the right-of-way lines. (Types of streets are illustrated in figure A.3.)
(1) Alley. A strip of land providing vehicular and pedestrian access to the rear of properties which
abut and are served by a public street.
(2) Boulevard. A street developed with two (2) one-way pavements separated by a landscaped
median.
(3) Collector street. A public street whose function is to collect traffic from local streets and
neighborhoods and connects to another public street of equal or greater classification. A
collector may also provide direct access to adjacent properties.
(4) Cul-de-sac. A dead-end local street, of limited length, opened at one (1) end and closed at the
other by a permanent turnaround.
(5) Dead-end street. A local street open at one (1) end and closed at the other.
(6) Expressway. The expressway system includes high volume limited access thoroughfares
through the county and region beyond.
(7) Frontage road. A street which is parallel to, and adjacent to major thoroughfare and which
provides access to abutting properties and protection from through traffic.

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(8) Local street. A public street that serves a limited area and whose primary function is to provide
direct access to adjoining properties.
(9) Major arterial. A public street whose primary function is to connect two (2) highways of equal
or greater classification or capacity, provide primary access to a large land area, provide access
to a large traffic generator, or connect two (2) or more towns or communities. The secondary
function is to provide local access.
(10) Minor arterial. A public street that serves an intermediate function between collectors and
major arterials, and also serves as a traffic feeder to major arterials and for cross-country and
regional travel.
(11) Stub street. A dead-end street at adjoining property lines intended for future extension to serve
the development of adjoining areas.
Structural erosion and sedimentation control practices. Practices for the stabilization of erodible or
sediment producing areas by utilizing the mechanical properties of matter for the purpose of either
changing the surface of the land or storing, regulating or disposing of runoff to prevent excessive sediment
loss. Examples of structural erosion and sediment control practices are riprap, sediment basins, dikes,
level spreaders, waterways or outlets, diversions, grade stabilization structures, sediment traps and land
grading, etc. Such practices can be found in the publication Manual for Erosion and Sediment Control in
Georgia.
Structure. Anything constructed or erected with a fixed location principally above or on the ground
or attached to something having a fixed location on the ground including a walled and roofed building,
manufactured home, or gas or liquid storage tank.
(1) Structure, principal. The building or structure in which the primary use permissible on the lot is
conducted. In RR (less than two (2) acres or a platted subdivision), SR, CCR, MFR, and RMH
residential zoned districts a dwelling shall be deemed to be the principal building on the lot. A
structurally independent garage, carport or other structure may be attached to the principal
buildings by a roofed breezeway which shall cause the entire structure to be construed as part
of the principal building and shall be subject to the sections applicable to the principal building
or structure. A detached and structurally independent carport, garage or other structure shall
conform to the requirements of any accessory building.
(2) Structure, accessory or accessory use. A building subordinate to the principal building or use on
a lot and used for purposes incidental to the principal building or use and located on the same
lot therewith. An accessory structure shall not be erected on a lot prior to the time of
construction of the principal structure to which it is accessory.
Subdivision. The division of a parcel or tract of land into more than one (1) or more lots or building
sites for the purpose, whether immediately or in the future, of sale, of creating sites for development, the

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rearrangement of existing lot lines, or for the purpose of transfer of ownership and includes divisions of
land resulting from or made in connection with the layout or development of a new street or roadway or
a change in an existing street or roadway.
Substantial damage. Damage of any origin sustained by a structure whereby the cost of restoring
the structure to its before-damaged condition would equal or exceed fifty (50) percent of the market value
of the structure before the damage occurred.
Substantial improvement. Any combination of repairs, reconstruction, alteration, or improvements
to a building, taking place during a ten-year period, in which the cumulative cost equals or exceeds fifty
(50) percent of the market value of the structure prior to the improvement. The market value of the
building means:
(1) The appraised value of the structure prior to the start of the initial repair or improvement; or
(2) In the case of damage, the value of the structure prior to the damage occurring. This term
includes structures which have incurred "substantial damage" regardless of the actual amount
of repair work performed.
For the purposes of this definition, "substantial improvement" is considered to occur when the first
alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not
that alteration affects the external dimensions of the building. The term does not, however, include those
improvements of a building required to comply with existing health, sanitary, or safety code specifications
which are solely necessary to assure safe living conditions, which have been pre-identified by the Director,
and not solely triggered by an improvement or repair project.
Substantially improved existing manufactured home park or subdivision. Where the repair,
reconstruction, rehabilitation or improvement of the streets, utilities and pads equals or exceeds fifty (50)
percent of the value of the streets, utilities and pads before the repair, reconstruction or improvement
commenced.
Telecommunications. The transmission and reception of audio, video, data, and other information
by wire, radio frequency, light, and other electronic or electromagnetic systems.
Temporary wireless communication facility (temporary WCF). Temporary wireless communication
facility shall mean a WCF to be placed in use for ninety (90) or fewer days.
Timber Harvesting: The felling, loading, and transporting of timber products (pulpwood, etc.). The
term "timber harvesting" may include both clear cutting and selective cutting of timber.

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Transportation facility. The means by which a transportation mode is provided. For example,
sidewalks are a facility serving the walking mode, a roadway is a facility serving the driving mode and a
heavy rail line is a facility serving the transit mode.
Tree. Any living, self-supporting, woody perennial plant which has a trunk DBH of one and one-half
(1½) inches and which normally attains a height of at least twelve (12) feet at maturity, usually with one
(1) main stem or trunk and many branches.
Tree diameter. The widest cross-sectional dimension of a tree trunk measured at diameter breast
height (dbh).
Tower (support structure). Any structure designed and constructed primarily for the purpose of
supporting one (1) or more antenna arrays, including self-supporting lattice towers, guy tower, or
monopole towers. The term shall include radio and television transmission towers, microwave towers,
common-carrier towers, PCS service towers, cellular telephone towers, alternative tower structures, and
the like.
(1) Monopole tower. A cylindrical self-supporting communications tower constructed as a single
spire.
(2) Stealth tower/facility. Any communications facility which is designed to blend into the
surrounding environment. Examples of stealth facilities may include architecturally screened
roof-mounted antennas, building mounted antennas painted to match the existing structure,
antennas integrated into architectural elements, antenna structures designed to look like light
poles and structures designed to resemble natural features such as trees and rock
outcroppings.
Townhouse, fee simple. See dwelling.
Toxic. Any chemical or substance that has been defined as toxic by the Environmental Protection
Trailer (motor home). A motorized vehicle, designed and/or maintained for use as a temporary
dwelling or sleeping place for travel or recreation purposes exclusively, having no foundation other than
for wheels or jacks.
Trailer (travel). A nonmotorized vehicle, pulled by an automobile or truck designed and/or
maintained for use as a temporary dwelling or sleeping place for travel or recreation purposes exclusively.
Traffic impact study. A traffic impact study (TIS) is an important tool in the overall development
planning process (residential, commercial, industrial, institutional, etc.). It provides information which
identifies impacts of proposed developments on the existing, short range and long range
roadway/circulation networks. It also identifies mitigation measures for the impacts identified. Traffic
impact studies shall be conducted by a qualified professional.

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Understory tree (also medium or small tree). A class of trees and large shrubs that do not attain the
height of a canopy or shade tree, yet are large enough at maturity to provide shade for people, as well as
many of the benefits of larger shade trees. Examples include Dogwood, Red Bud, Crabapple, Crepe Myrtle,
Wax Myrtle, Ornamental Cherry, Hawthorne, and tree-type type hollies.
Undisturbed buffer. A buffer, either impervious or vegetated, in which no encroachment of buildings
or structures is permitted.
Unit of development. The standard incremental measure of land development activity for a specific
type of land use upon which the rate of demand for public service and facilities is based, such as a dwelling
unit, square foot of floor area, motel room, etc.
Use. The purpose or activity for which land or buildings are designed, arranged, intended, or
occupied and maintained or leased.
Utility. Public or private water or sewer piping systems, water or sewer pumping stations, electric
power lines, fuel pipelines, telephone lines, roads, driveways, bridges, river/lake access facilities,
stormwater systems and railroads.
Variance. A grant of relief from the site design requirements of the Unified Development Code
related to dimensional standards for lots, building placement, building height, and parking spaces.
Vehicle, abandoned. A vehicle which does not bear a current state license plate, unless said vehicle
is stored within a completely enclosed building or it is stored on a bona fide sales lot and is in satisfactory
operating condition.
and duration sufficient to support, and that under normal circumstances do support, a prevalence
of vegetation typically adapted for life in saturated soil conditions.
Wireless communications. Wireless communications shall mean any personal wireless services as
defined in the Telecommunications Act of 1996, which includes FCC-licensed commercial wireless
communications services, including cellular, digital communications (DCS), personal communications
services (PCS), specialized mobile radio (SMR), enhanced specialized mobile radio (ESMR), paging, radio
and television communications, and similar services that currently exist or that may in the future be
developed.
Wireless telecommunications facility. A structure, facility or location designed, or intended to be
used as, or used to support, antennas or other transmitting or receiving devices. This includes without

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limit, new and existing antenna support structures, replacement antenna support structures, collocations
on existing antenna support structures, attached wireless telecommunications facilities and concealed
wireless telecommunications facilities.
Wrecker service. The recovering or removing wrecked, junked, abandoned, disabled or repossessed
vehicles by a person, vehicle, or piece of equipment employed, especially a truck with a hoist and towing
apparatus. Vehicle storage areas are only allowed with an approved conditional use. Dismantling of stored
vehicles for resale purposes shall be prohibited.
Yard. A required open space located on the same lot as the principal building, unoccupied and
unobstructed except for accessory uses, vegetation, and fences. (Types of yards are illustrated in figure
A.2.) [not available]
(1) Front yard. That area of a lot lying between the abutting street right-of-way line and the
principal building of the lot and extending across the front of a lot from side lot line to side lot
line. The front yard of a corner lot shall include the yard abutting the street with the least
frontage, unless otherwise determined on a recorded plat or in a recorded deed. The front yard
of a lot existing between two (2) streets not intersecting at a corner of the lot, shall be that
yard abutting the street on which adjoining properties face, unless otherwise determined on a
recorded plat or in a recorded deed.
(2) Rear yard. That area of a lot extending across the rear of a lot from side lot line to side lot line
and lying between the rear lot line and the principal building on the lot. The rear yard of a
corner lot shall not include the yard abutting the street with the least frontage, unless
otherwise determined on a recorded plat or in a recorded deed.
(3) Side yard. The area of a lot between the side lot line and the principal building on the lot
extending from the front yard to the rear yard.
Zero lot line. The location of building on a lot in such a manner that one (1) or more building sides
have no (zero) front, side or rear building setback (or yard requirements) and rests directly on a front,
side, or rear lot line. A zero lot line development is one where houses in the development on a common
street frontage are shifted to one (1) side of their lot.
Zoning district. The use classification of parcels of land as generally defined under this Unified
Development Code.

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TITLE 13: SIGNS

13.1 Purpose.

The purpose of this chapter is set forth as follows herein:
A. A comprehensive sign regulation is necessary because of the current burgeoning growth in
Stockbridge and Henry County in general and because two (2) major interstate highways run
through the City and attract signs that are unrelated to business uses inside the City, leading to
poor aesthetics and dropping property values.
B. To prevent the further deterioration of the City and to ensure that it remains an attractive
residential area as well as a viable commercial area, it is necessary to maintain a visually
satisfying environment. A plethora of signs of a certain size and nature, no matter how tasteful,
can have an undesirable effect upon traffic safety and the well-being of the entire community.
The City is more likely to attract commercial enterprises and permanent residents if it improves
and maintains its appearance. City residents will ultimately benefit from enhanced retail and
commercial environments and improvements in the quality of life as a result of these
regulations. It is a rational desire of the community, and most specifically of those who live
therein from day to day, to plan their physical surroundings in such a way that unsightliness is
minimized.
C. Further, the City has an obligation and a right to protect the rights of adjoining landowners to
adequate light and air, to promote desirable living conditions and sustain stability of
neighborhoods, to protect property against blight and deprivation, and to encourage the most
appropriate use of land, buildings and other structures throughout the City.
D. Accordingly, in consideration of the City's rights and obligations to promote traffic safety, to
preserve property values, to provide for the convenience and enjoyment of public travel, to
eliminate annoyance to travelers, to attract tourists, residents and industry, to serve the public
health, safety and morals, to advance the general prosperity of the community, and to serve
the general welfare, the City Council hereby imposes the sign regulations contained in this
article.
E. The City Council finds that signs provide an important medium through which individuals and
entities may convey a variety of noncommercial and commercial messages. However, left
completely unregulated, signs can become a threat to public safety as well as a traffic hazard.

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Such signs may also constitute an aesthetic nuisance and be a detriment to property values and
the City's public welfare. The City Council intends by enacting this chapter to:
1. Balance the rights of individuals and entities to convey their message through signs and
the right of the public to be protected against the unrestricted proliferation of signs;
2. Protect the public health, safety, and welfare, and the aesthetics of the City;
3. Reduce traffic and pedestrian hazards;
4. Maintain the historical image of the City;
5. Protect property values by minimizing the potentially adverse effects and visual blight
caused by signs;
6. Promote economic development; and
7. Ensure the fair and consistent enforcement of sign regulations.

13.2 Definitions.

For the purposes of this article, the definitions contained in this chapter shall control. In addition, the
following words and phrases shall have the meanings respectively ascribed to them below, unless the
context clearly indicates a contrary meaning:
Aerial view sign. Any sign which is designed primarily to be viewed from the sky from an airplane,
helicopter, etc. This includes, but is not limited to, any sign horizontally affixed to a roof or attached to a
roof such that the sign is not readily viewable from the surrounding ground.
Aggregate signable area. The sum total of the signable area of any and all signs, for a given lot. Street
numbers assigned by the United States Postal Service shall not be considered in calculating the aggregate
signable area.
Animated sign. A sign employing actual motion, the illusion of motion, or light and/or color changes
achieved through mechanical, hand-powered, or electronic means.
Awning or canopy sign. Any sign on a cloth, metal, plastic or other cover designed to shade a window
or entrances and attached to any structure. See also mounted signs.
Back to back sign. A sign with two (2) parallel sign faces oriented in opposite directions.
Banner sign. A flexible substrate on which copy and graphics may be displayed, attached to buildings
or freestanding structure. Banner signs are always temporary, for 30 days. (See the definition for
temporary signs.)
Bench sign. A sign applied or affixed to the seat or back of a bench.

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Building facade. The portion of any exterior elevation of a building extending vertically from grade
to the top of a parapet wall or eaves and horizontally across the entire width of the building elevation.
(a) Primary facade. The exterior wall of the building that faces the main parking area or street and
includes the primary entrance into the building. If the building faces more than one (1) parking
area or street, the largest exterior wall of the building with a primary entrance which is most
nearly parallel to the widest street or largest parking area to which the building faces.
(b) Secondary facade. Any exterior wall of a building with street frontage that does not contain the
primary entrance to the building.
Building frontage. The linear feet of the exterior wall of a building that faces any road or street that
provides a means of direct ingress and egress to the lot.
Business frontage. That portion of a building frontage occupied by a single tenant space having a
public entrance within the building frontage.
Business subdivision. A single parcel on which multiple businesses are located, or multiple
connected parcels on which businesses are located and where the owners of the parcels share any
common property.
Candela or candle. The basic unit of measurement of light.
Changeable copy sign. A sign with the capability of content change by means of manual or remote
input, includes the following types:
(a) Manually activated. Changeable sign whose message copy can be changed manually on a
display surface.
(b) Electronically activated (digital sign). Changeable sign whose message copy or content can be
changed by means of remote electrically-energized, on-off switching combinations of
alphabetic or pictographic components arranged on a display surface.
Canopy or awning. See “awning or canopy sign.”
Copy. The graphic content or message of a sign.
Decal. A picture, design or label made to be transferred (as to glass, wood, metal or any other hard
object) from specially prepared paper.
Decision date. The date upon which the City planner or the designated representative or the City
Council makes a final decision on the approval or denial of a sign.
Digital sign. See “changeable copy sign, electronically-activitated.”
Eave. The projecting lower edges of a roof overhanging the wall of a building.

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Entrance sign. Any sign placed at the intersection of a public street and a public or private entryway
into an apartment complex, condominium complex, office complex, industrial complex, residential
subdivision, or other building or buildings with multi-family residential dwelling units or multiple
commercial units.
Erect. To build, paint, construct, attach, hang, place, suspend, assemble or affix.
Externally-Illuminated signs. Any sign illuminated by an external light source directed primarily
toward such sign.
Façade. The front of a building, facing the primary or secondary street.
Fall Zone. An area that is equal to one hundred thirty-three percent (133%) of the height of the sign
in every direction.
Feather flag sign. A temporary banner sign installed on a single post and manufactured of lightweight
material designed to move with the wind. This is a type of temporary sign.
Flag. A usually rectangular piece of fabric of distinctive design that is used as a symbol of a nation,
as a signaling device or as a decoration.
Flashing sign. Any sign whose message or appearance scrolls, flashes, rotates or changes, or whose
illumination changes in intensity more often than once every fifteen (15) seconds, including but not
limited to reader boards.
Ground sign. Any sign principally supported by uprights or braces which are permanently placed into
the ground, and not supported by or suspended from any building. May also be referenced as
Freestanding or monument sign.
(a) Monument sign. A freestanding sign of which the entire bottom of the sign is generally in
contact with or in close proximity to the ground providing a solid and continuous background
for the sign face from the ground to the top of the sign. The structure shall be at least as wide
as the sign and shall be constructed of brick, stone, or an architectural masonry material. Does
not include pole or pylon signs.

(b) Pylon or pole sign. A freestanding sign, usually double-faced, mounted on one (1) or two (2)
supports above ground level.

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Hand-held signs. Any sign larger than six (6) inches by six (6) inches carried by a human appendage
or prosthesis including but not limited to picket signs, shields or sandwich boards. Also called portable
signs.
Hanging sign. A sign that hangs beneath a marquee, canopy, or awning and is perpendicular to the
building face. Also known as a blade sign. See also mounted signs.
Height. The vertical distance measured from the lowest adjacent grade to the highest point of the
sign or sign structure.
Inflatable signs. A sign that is intended to be expanded by air or other gas for its proper display
except balloons of three (3) cubic feet or less.
Internal development signs. Signs not visible from a public right of way, including but not limited to
signs such as parking lot information, directional, and safety signs; signs delineating internal
subcomponents of the overall development; and/or signs providing other similar miscellaneous
information.
Internally-illuminated signs. Any sign which has characters, letters, figures, designs or outlines
illuminated by electric lights or luminous tubes located within the interior parts of the sign.
Interstate sign. Any sign located on private premises and situated such that the content of the sign
is directed to attract the attention of the traveling public on Interstate 75 and/or Interstate 675.
Lot. A single tax parcel as shown on Henry County's tax map.
Marquee sign. See flashing sign.
Mobile sign. Any sign that is either part of or otherwise affixed to any trailer or vehicle, whether
motorized or non-motorized.
Monument sign. A freestanding sign of which the entire bottom of the sign is generally in contact
with or in close proximity to the ground providing a solid and continuous background for the sign face
from the ground to the top of the sign. The structure shall be at least as wide as the sign and shall be
constructed of brick, stone, or an architectural masonry material. Does not include pole or pylon signs.
See also ground signs.

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Mounted sign. A sign that is permanently attached to a building.
(a) Awning or canopy sign. Any sign on a cloth, metal, plastic or other cover designed to shade a
window or entrances and attached to any structure.

(b) Hanging sign. A sign that hangs beneath a marquee, canopy, or awning and is perpendicular to
the building face. Also known as a blade sign.

(c) Projecting sign. Any sign which is attached perpendicular to a building or other structure and
extends beyond the line of the building or structure or beyond the surface of that portion of the
building or structure to which it is attached. Also called a shingle sign.

(d) Roof sign. Any sign that is erected upon and above a roof structure and wholly supported by the
roof structure or a structure placed upon the roof.

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(e) Wall sign. Any sign which is attached parallel to or painted on an exterior building wall, which
may include a door. Also called a “fascia sign.”

Multi-faced sign. A sign with sign face surfaces that are parallel and are back to back or where the
interior angle formed by the faces is forty-five degrees (45°) or less.
Non-combustible material. Any material which will not ignite at or below a temperature of one
thousand two hundred degrees Fahrenheit (1,200°F) and will not continue to burn or glow at that
temperature.
Nonconforming sign. Any sign which does not conform to the provisions of this article at the date of
adoption of same.

Off-Premise Sign. A sign which advertises a particular business or establishment, but which is not
located on the same property as the business or establishment.
Portable signs. A sign designed to be transported or easily relocated and not permanently attached
to the ground and not otherwise permanently affixed to it as otherwise required by the building code. See
temporary sign.
Primary facade. The exterior wall of the building that faces the main parking area or street and
includes the primary entrance into the building. If the building faces more than one (1) parking area or
street, the largest exterior wall of the building with a primary entrance which is most nearly parallel to
the widest street or largest parking area to which the building faces.

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Projecting sign. Any sign which is attached perpendicular to a building or other structure and extends
beyond the line of the building or structure or beyond the surface of that portion of the building or
structure to which it is attached. Also called a shingle sign. See also mounted signs.
Pylon or pole sign. A freestanding sign, usually double-faced, mounted on one (1) or two (2) supports
above ground level. See ground signs.
Reflectors. Any device created for the purpose of reflecting light directed at the device so as to
render the device especially visible.
Residence. A home, abode, or place where an individual is actually living on a non-temporary basis.
Roof sign. Any sign erected upon and above a roof structure and wholly supported by the roof
structure or a structure placed upon the roof. See also mounted signs.
Searchlight. See temporary sign.
Secondary facade. Any exterior wall of a building with street frontage that does not contain the
primary entrance to the building.
Sidewalk sign. A movable sign with the structure constructed in an a-frame or easel design that is
not secured or attached to the ground or surface upon which it is located by a permanent foundation.
Also called a sandwich sign.
Sign. Every device, item, product, frame, letter, figure, character, mark, plane, point, design, picture,
stroke, stripe, trademark, or reading matter, which is used or intended to be used to attract attention or
convey information when the same is placed in view of the general public. For the purpose of determining
number of signs, a single display surface or a single display device containing different elements that are
organized, related, and composed to form a unit shall be considered to be one (1) sign. Where different
elements are displayed in a random manner without an organized relationship to each other, or where
there is reasonable doubt as to the relationship of different elements to each other, each element shall
be considered to be a single separate sign.
Signable area. The total area upon which a message is displayed on any sign. The area of a sign shall
be computed as the area within the smallest continuous polygon comprised of not more than eight (8)
straight lines enclosing the limits of a sign face, together with any sign face cabinet or frame or material,
texture, or color forming an integral part of the sign face used to differentiate the sign face from the
structure upon which it is placed. If polygons established around wall signs located on the same street
oriented wall are within twenty-four (24) inches or less of one another, then the area of the sign shall be
measured within one (1) continuous polygon.

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Snipe sign. Any sign of any material whatsoever that is attached in any way to or placed upon a utility
pole, tree, mailbox or similar structure situated on public or private property.
Stake sign. Any temporary sign supported by at least one (1) upright placed into the ground, and not
supported by or suspended from any building with signable area not greater than eight (8) square feet.
Standard informational sign. A sign not permanently installed in the ground with an area of not
greater than four (4) square feet, with a sign face made for short term use, containing no reflecting
elements, flags, or projections and which, when erect, stands at a height not greater than three (3) feet
and is mounted on a stake or metal frame with a thickness or diameter not greater than one and one-half
(1½) inches.
Store front. The primary facade of a single, undivided unit located within a commercial center or
business park.
Submission date. The date stamped on a sign application indicating the date the application was
actually received.
Suspended sign. See projecting sign or swinging sign.
Swinging sign. Any sign which is mounted such that the sign may freely move back and forth.
Temporary sign. Any sign or device which is not permanently attached to the ground or other
permanent structure, which is designed to be mobile or is designed to remain in place for a limited time.
This includes, but is not limited to, signs which are designed to be transported regularly from one (1)
location to another, signs which are designed with wheels, regardless of whether the wheels remain
attached to the sign, or signs tethered to an existing structure. These signs include, but are not limited to
balloons and banners.
Tenant frontage. The horizontal distance in feet between the left side wall and the right side wall or
building end wall of a tenant space fronting on a street.
Vehicular sign. Any sign placed on, mounted on, painted on or affixed to a motor vehicle, freight,
flatbed or storage trailer or other conveyance when same are placed or parked in such a manner as to be
viewed or intended. Also referred to as a mobile sign.
Wall sign. Any sign which is attached parallel to or painted on an exterior building wall, which may
include a door. See also mounted signs.
Window sign. Any sign displayed to an outside observer on or through a window or covering a
window, which may include a door.
Zoning district. The use classification of parcels of land as defined under the City's zoning map
generally.

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13.3 Applications and Permits.

A. Application requirements. All sign permit applications for commercial or industrial properties in
the City of Stockbridge shall be submitted to the Permitting Division of the City of Stockbridge
Community Development Department, rather than to Henry County. Such applications will not
be processed unless the business has a current business license. All applications for sign permits
must be complete and contain all required information, as is set forth in this article.
B. Permit application. Application for permits to erect signs shall be made upon forms that are
provided by the City planner or the designee and shall contain or have attached thereto the
following information:
1. Name, address, and telephone number of the applicant;
2. Address of building, structure, or lot to where the sign is to be attached or erected, as well
as the zoning district in which the proposed sign is located within and a statement of
compliance of all requirements of the zoning district as stated in this chapter;
3. The proposed sign type as defined in this chapter;
4. Position of the sign in relation to nearby buildings or structures, property lines, and other
signs located on the lot showing compliance with all setback lines required by the City;
5. A site plan must be submitted to show the location of the proposed sign on the property.
6. Digital copies of accurately-scaled color drawings of the plans, contents, specifications, and
method of construction and attachment to the building or the ground for the sign, as well as
a scaled digital drawing of the site showing drives, structures, landscaping, and any other
limiting site features, including the computation of total area and dimensions of the
proposed sign, and an indication of whether the sign will be illuminated and description of
illumination;
7. A drawing or photograph of the primary façade of the building, showing the following
measurements for the building or canopy/awning:
a. The primary and secondary facades (heights and widths).
b. The proposed sign structure.
c. The proposed lettering on the sign. The lettering may be up to 18 inches high.
8. Name of person, firm, corporation, or association erecting the sign (i.e. contractor or
builder);
9. Written consent of the owner of the building or lot upon which the sign is to be erected;

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10. A written list describing all other signs located on the lot indicating the sign type, size, and
placement including photographs of existing building frontage and signage on lot; and
11. Such other information as may reasonably be required for the permitting process relating to
the sign to be permitted, the lot upon which the sign is to be placed, and/or the placement
of the sign and the effects thereof on traffic patterns, pedestrians, and/or general aesthetics.
C. Permit required. It shall be unlawful for any person to erect, repair, alter, relocate, or maintain
any sign as defined in this article, except for those signs identified under Section 13.4.
D. Incomplete applications; false information. Any application that is incomplete, inaccurate, that
contains false material statements or omissions, or that is submitted for a sign which would
violate any standard within this article shall be rejected within thirty (30) business days of receipt
of said application.
E. Resubmission. A rejected application later resubmitted in conformity with this article shall be
deemed to have been submitted on the date of resubmission, instead of the original submission
date. An application which is resubmitted shall meet all the standards for an original application.
F. Required fees. No permit shall be issued until the appropriate application has been filed and fees
as set from time to time by approved resolution have been paid.
G. Issuance and denial of permits.
1. All sign permit applications shall be initially reviewed by the Community Development Staff
within ten (10) business days of the department's actual receipt of a complete and accurate
application and remittance of the appropriate sign permit fees. One or more resubmittals
may be required thereafter.
2. The Director or the designee shall give notice to the applicant of a decision to approve or
deny the sign permit by hand delivery, electronic mail (email), or certified mail return receipt
requested to the address on the permit sent on or before the forty-fifth (45) business day.
3. Provided that the sign application is complete and accurate, all fees have been paid, and the
proposed sign and the lot upon which the sign is to be placed are within all the requirements
of this article and all other ordinances of the City and other applicable laws and building
codes, the Director or the designee shall approve the sign permit application.
4. Failure to provide staff comments within the initial ten-(10)-day period shall be deemed an
approval of the permit. If notice is mailed in conformity with this article, notice shall be
deemed to have been given upon the date of mailing. Any application not meeting the
standards of this article shall be denied.

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H. Time period. If the work authorized under a permit has not been initiated within six (6) months of
the date of issuance, or if such work does not comply with building code and construction
standards listed in Section 8.12.040, the permit shall become null and void.
I. Display of identification number. Every sign constructed, erected, or maintained for which a
permit is required by this article shall be plainly marked with the identification number issued by
the City planner or the designee for the structure firmly affixed to the sign in such manner that
the identification number shall be readily visible, accessible for inspection and durable.
1. Altering identification number. Displaying an identification number that has been tampered
with, altered, or mutilated, or displaying a sign without an identification number shall be a
misdemeanor offense punishable in municipal court. The penalties for such a violation are
provided in Section 8.12.110.
J. Appeals.
1. The grant, rejection or denial of a permit by the City planner or the designee may be
appealed to the City Council pursuant to the variance procedures. However,
notwithstanding the foregoing, a final decision will be rendered within ninety (90) days from
date an appeal is filed. If a final decision by City Council is not rendered within the ninety
(90) day period, the decision sought to be appealed shall be affirmed.
2. Any appeal of a decision of the City Council under this chapter shall be via petition for a writ
of certiorari to superior court.

13.4 Signs which Require No Permit.

A. The following signs shall not require a permit provided, however, that such signs shall be subject
to all other provisions of this article:
1. Wall or window signs that are one (1) square foot in size, and smaller.
2. The replacement of removable sign panels within a sign structure, such that the sign
structure is not replaced or modified in any way. This includes replacement of a panel within
a multi-tenant sign, or replacement of a panel within a wall sign when the replacement of
such panels does not require replacement or modification of the sign structure.
3. Temporary stake signs not exceeding four (4) square feet, memorial signs or tablets, names
of buildings, and dates of erection when cut into any masonry surface, or when constructed
of bronze or other incombustible materials.
4. Standard informational signs:
a. Residential lots. Each lot may display two (2) standard information signs without a permit.

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b. Nonresidential lots. Each lot having one (1) business may display two (2) standard
information signs, and each lot having more than one (1) business may display four (4)
standard information signs without a permit.
B. The following signs are exempt from all provisions of this article:
1. Signs that are required to be posted by federal or state law, or by the Code of Ordinances of
Stockbridge, Georgia.
2. Decals that are affixed to buildings or structures, or signs that are painted on equipment,
fuel pumps, or other types of vending equipment that is used for dispensing retail products,
provided that such decals or signs have a signable area not exceeding four (4) square feet
on any single piece of equipment.

13.5 Prohibited Signs.

It shall be unlawful for any person to erect the following signs in the City:
1. Animated signs or attention-getting devices, including flashing, action, motion, or changing
color or light intensity;
2. Attention-getting device, such as a statue, vehicle, or other item, which may or may not
contain lettering.
3. Aerial view signs;
4. Pole or pylon signs;
5. Roof signs;
6. Mobile signs that are visible from any public right-of-way, unless the trailer or vehicle is used
in the normal day-to-day operation of the business owning and operating the mobile sign,
in which case said mobile sign, vehicle, or trailer shall be parked in a designated parking spot
to be not visible from the right-of-way, if possible, or as far from the right-of-way as possible;
7. Imitation traffic signs;
8. Inflatable signs or objects;
9. Snipe signs (homemade signs);
10. Neon-illuminated signage;
11. Any signs that are placed in, or extending into, a public right-of-way;
12. Any abandoned or non-maintained signs in visible disrepair;
13. Signs depicting any obscene or illegal activity material;

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14. Beacons, search lights, lasers;
15. Signs located on the railroad right-of-way;
16. Signs advertising a business at a different location (an “off-premise sign”); or
17. Signs not in good repair, in violation of codes, or containing or exhibiting broken panels,
visible rust, visible rot, damaged support structures, or missing letters.

13.6 Construction Standards—All Signs.

A. Building code compliance. All signs shall be constructed and maintained in accordance with the
provisions of the City's building code.
B. Materials required. All ground signs for which a permit is required by this article, except those
covered otherwise referred to in this chapter and temporary signs, shall be constructed of brick,
stone, stucco, or architectural masonry material.
C. Illumination.
1. Nonresidential districts:
a. Types of Illumination—No sign shall be illuminated by neon lights, by lights that
flash, move, change in intensity, or turn on intermittently more than once per day,
except letters or numbers that are not greater than twelve (12) inches in height
and do not have a display area greater than two (2) square feet which may change
no more than one (1) time every sixty (60) seconds.
b. Orientation of Illumination—To prevent glare visible from a public street or
adjoining property, the beam of any light shall be directed so as not to be visible
beyond the sign at which it is directed, and the light source shall not be visible from
any point on an adjacent property or the public right-of-way.
c. Brightness-- Light from any illuminated sign shall not be of an intensity or
brightness which will interfere with the peace, comfort, convenience, and general
welfare of residents or occupants of adjacent properties or vehicular traffic on
adjacent roadways.

I. Residential districts. Signs located in residential districts shall not be illuminated other than
signs at the entrance of the subdivision.
J. Internal illumination. Signs internally illuminated shall not exceed twenty (20) footcandles of
incandescent light measured at a distance of ten (10) feet from such structure.

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K. External illumination. Signs externally illuminated shall be lighted so that no lights are
positioned in such a manner that light glares or shines into the eyes of motorists or pedestrians
so as to create a hazardous or dangerous condition.
D. Construction near or on a lot containing an existing billboard, pylon, or off premises sign.
1. Construction of any structure, building, or appurtenance adjacent to, or on a lot containing
an interstate sign, pylon or ground sign under the standards of this provision shall require
that:
a. No buildings, structures, or appurtenances may be constructed within the "fall zone" of
such sign. A "fall zone" is defined as an area equal to one hundred thirty-three percent
(133%) of the height of the sign in every direction.
b. No subdivision of a parcel containing a billboard shall be permitted unless the subdivided
lot containing the billboard is large enough to encompass the "fall zone" of such billboard.
2. Construction of any interstate sign, pylon, or ground sign on a lot containing any structure,
building, or appurtenance under the standards of this provision shall require that:
a. No sign may be constructed where a building, structure or appurtenance will be located
within the "fall zone" of the sign. A "fall zone" is defined as an area equal to one hundred
thirty-three percent (133%) of the height of the sign in every direction.
b. No subdivision of a parcel containing an interstate sign, pylon or ground sign shall be
permitted unless the subdivided lot containing the sign is large enough to encompass the
"fall zone" of such sign.
E. Maintenance required. All signs, together with all supports, braces, guys, and anchors shall be
kept in good repair and be maintained in a safe condition. All signs and the site upon which they
are located shall be maintained in a neat, clean, and attractive condition. Signs shall be kept free
from excessive rust, corrosion, peeling paint or other surface deterioration. The display surfaces
of all signs shall be kept neatly painted or posted. Signs which are faded, torn, damaged or
otherwise unsightly or in a state of disrepair shall be immediately repaired or removed.

13.7 Sign Measurement.

A. Area. The area of a sign shall be computed as the area within the smallest continuous polygon
comprised of not more than eight (8) straight lines enclosing the limits of a sign face, together
with any sign face cabinet or frame or material, texture, or color forming an integral part of the
sign face used to differentiate the sign area from the structure upon which it is placed. If polygons
established around wall signs located on the same street oriented wall are within twenty-four (24)

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inches or less of one another, then the area of the sign shall be measured within one (1)
continuous polygon.
B. Height. The height of a sign shall be computed as the distance from the base of the sign structure
at normal grade to the top of the highest attached component of the sign. Normal grade shall be
construed to be the lower of: (1) existing grade prior to construction; or (2) the newly established
grade after construction, exclusive of any filling, beaming, mounding, or excavating solely for the
purpose of locating the sign. In cases in which the normal grade cannot reasonably be determined,
sign height shall be computed on the assumption that the elevation of the normal grade at the
base of the sign is equal to the elevation of the nearest point of the crown of a public street or
the grade of the land at the principal entrance to the principal structure on the zoned lot,
whichever is greater (surveyor's certificate required). Where the normal grade is below the
normal grade of a public street, the sign base can be raised to the elevation of the normal grade
of the street before the height limitations are applied (surveyor's certificate required). At no time
shall any sign's overall height exceed the zoning district's height limitations. Any portion of such
wall or other decorative structure that is discernibly devoted to the support of the sign or, by its
design or architectural treatment, intended to provide a background or frame for the sign shall
be included when computing sign height.
C. Structure. The computation of the area of a sign face shall not include the structure, supports, or
uprights on which the sign face is placed or any portions of a sign structure that are not intended
to contain any message or idea and are purely structural or decorative in nature, other than those
parts contained within the polygon that delineates the sign face.
D. Multi-faced signs. For multi-faced signs, when the sign face surfaces are parallel and are back to
back, or where the interior angle formed by the faces is 45 degrees or less, the area of the sign
shall be taken as the area on the largest side. For all other multi-faced signs, the area of the sign
shall be the total area on all sides that can be viewed at one time from any angle.
E. Sign area examples—The following illustrations show examples of the locations of the “sign area”
on different types of buildings or structures.

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13.8 Special Requirements; All Signs.

A. All signs must be placed upon a lot. No sign may be placed on any lot, which lot does not meet
the minimum requirements of the zoning ordinance and subdivision regulations of the Code of
Stockbridge, Georgia.
B. Obstruction to doors, windows, or fire escapes. No sign shall be erected, relocated, or maintained
so as to prevent free ingress to, or egress from, any door, window, or fire escape; nor shall any
sign be attached to any stand pipe or fire escape.
C. All signs located adjacent to a walkway shall be placed so that the bottom of the sign is at least
eight (8) feet above the walkway on private property over which it is erected, and no sign shall
extend nearer than one (1) foot from the curb line.
D. Sign not to constitute traffic hazard. No sign or other structure regulated by this article shall be
erected at the intersection of any streets in such a manner as to obstruct free and clear vision
from vehicles thereupon; or be placed at any location where, by reason of the position, shape, or
color, it may interfere with, obstruct the view of, or be confused with, any authorized traffic sign,
signal, or device; or make use of the words "STOP," "DANGER," or any other word, phrase, symbol,
or character in such manner as to interfere with, mislead, or confuse motorists.
E. Posting on trees, poles, etc. No sign shall be allowed to be tacked, painted, posted, marked, or
otherwise affixed on trees, utility poles, or other similar structures, or on rocks, the ground itself,
or other natural features.
F. No posting on supports. No message or advertisement may be displayed on any portion of the
structural supports of any sign.
G. Maintenance. All signs regulated by this article shall be kept clean, neatly painted, and free from
all electrical and mechanical hazards, including, but not limited to, faulty wiring and loose
connections, and the premises surrounding the signs shall be maintained by the owner in a
sanitary and inoffensive condition, free and clear of all weeds, rubbish, and debris.
H. Special situations. Those developments which include at least one (1) building of three (3) stories
or more may be permitted wall signs in sizes not exceeding one hundred (100) square feet per
primary and secondary facade. The sign allowance provided under this subsection shall be exempt
from the aggregate signage allowed per lot.
1. No simulation of public signal. No sign shall be erected which simulates an official traffic
control device, warning sign, or public service signal.
2. Signs during construction. One (1) temporary construction sign shall be allowed on the lot
during construction or renovation. The sign shall not be internally illuminated. The sign shall

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not exceed twenty (20) square feet in area and five (5) feet in height, and shall be allowed
beginning with the commencement of construction and ending with the issuance of a
certificate of occupancy or installation of a permanent sign, whichever occurs first. The sign
shall be removed if construction discontinues for more than sixty (60) days.

13.9 Special Limitations by Sign Type.

In addition to the limitations set forth in the other sections of this article, the following limitations
shall apply to these specific types of signs:
A. Wall signs. No wall sign shall cover wholly or partially any wall opening, nor project beyond
the ends or top of the wall to which it is attached.
B. Window signs. Window signs must not exceed twenty-five percent (25%) of the total area of
each window in which a sign is placed.
C. Ground signs.
1. All ground signs must be constructed as a monument style sign. Pole and pylon signs are
prohibited.
2. The structure of the monument sign shall be at least as wide as the sign face.
3. A monument sign shall have a three (3) foot landscape strip planted around its base.
4. All ground signs shall be constructed of brick, stone, stucco, or architectural masonry
material.
5. For all commercial, office, industrial, and multifamily developments, address numbers shall
be posted on the top of the faces of the monument signs at the main entrance of the
development. For developments that contain multiple addresses and/or building numbers,
the range of addresses and/or building numbers shall be on the face of the monument.
The numbers shall be six (6) inches in height and the color shall contrast with the sign faces
so as to be readily identifiable.
D. Projecting signs.
1. No projecting sign may be placed over streets, alleys, or ways available for vehicular traffic,
or extend into the public right-of-way.
2. All projecting signs must be installed at a ninety degree (90°) angle to the building facade.
3. Projecting signs must vertically clear sidewalks by at least eight (8) feet and may project
no more than six (6) feet from a building.
4. Projecting signs must not project above the roof line, or exceed ten (10) feet in height.

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E. Temporary signs. Temporary signs include hammer signs and feather-flag signs.
1. A permit is required for all temporary signs unless otherwise specified in section 1.4.
2. Temporary signs must be removed from the premises within thirty (30) days from the date
the sign is first placed on the lot.
3. No lot may have more than two (2) temporary sign elements on the lot at one time, subject
to the maximum aggregate square footage allowed in Section 1.11.
4. No business may receive more than four (4) temporary sign permits in any one (1) calendar
year under this subsection.
5. All temporary signs shall be securely installed, and shall meet all applicable safety
standards as prescribed by the building code, electrical code or as promulgated by the City
Council or its designated representative.
6. If any temporary sign is erected or maintained in such a manner so as to be in violation of
this article or any other ordinance or law of the City, the City may give written notice to
the owner thereof and to the owner of the property and premises upon which the sign is
located that the sign must be removed within three (3) days. If the sign is not thereafter
removed, the City Council may cause its removal and impose the cost of the removal as a
lien upon the property upon which the sign sits.
F. Awning/canopy signs.
1. Signs must be painted or installed directly on the valances of the awning or canopy.
2. Awning signs shall not have lettering or graphics exceeding eighteen inches (18”) in height.
3. No awning sign may be internally illuminated.
4. The signable area of any awning sign shall not exceed twenty-five percent (25%) of the
surface area of the awning or canopy.
5. Awnings must be constructed of durable fabric or non-rigid material on a supporting
framework.
6. Awnings must vertically clear sidewalks by at least eight (8) feet and may not extend
further than one (1) foot of the curb line.
G. Entrance or subdivision sign. All entrance signs shall be placed on private property and may
not be placed in the right-of-way.
H. Flags.

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1. In-ground. A flag may be flown from a metal pole which is permanently placed in the
ground. The pole shall not exceed two and five-eighths inches (2 ⅝") in diameter, nor
twenty feet (20') in height. The flag flying from such pole shall not exceed three feet
(3') in width and five feet (5') in length.
2. Projecting. A flag may be flown from a metal or wooden pole attached to a bracket
projecting from the side of a building or door frame. The pole shall not exceed six feet
(6') in length, nor one (1) inch in diameter. The flag flying from such pole shall not
exceed three feet (3') in width and five feet (5') in length. Additionally, the flag
displayed in such manner shall not impede pedestrian or vehicular traffic.
3. Limit. One (1) flag (either ground, projecting or hanging) may be flown or displayed on
each property which shall not count against the allocation of the ground, projecting or
window signage permitted for each property as described in Section 1.11. Any
additional flags beyond the first flag flown on each property will count against the
allocation of the ground, projecting, or window signage permitted for the property as
described in Section 1.11.
4. Nothing contained in this section shall be interpreted to prohibit or restrict the right to
display eligible flags as banners or non-commercial signage as allowed elsewhere in the
Code of Ordinances of the City.
I. Changeable copy signs.
1. In districts where changeable copy is allowed, it shall be limited to the ground sign only
and may incorporate up to twelve (12) square feet of the allowable sign area.
2. A parcel or lot is limited to one (1) changeable copy sign per lot.
3. No changeable copy sign may contain more than three (3) horizontal pieces of
information that shall change. Signs must contain static messages only, and shall not
have movement nor flashing on any part of the sign structure, design, or pictorial
segment of the sign, nor shall such sign have varying light intensity during the display
of any single message.
4. Changeable copy shall not change more than once every twenty-four (24) hours except
where allowed in Section 5.6.
J. Hand-held signs. All hand held signs shall meet the following regulations:
1. No hand held signs shall be placed or carried which extend beyond the width of the
carrier's body or that extend more than twenty-four inches (24") above the carrier's head.

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2. All persons carrying any such signs, shields or sandwich boards shall remain at least ten
feet (10') apart, shall remain at least ten feet (10') away from any doorway, driveway or
street intersection and shall not interfere with the general flow of traffic, whether
pedestrian or vehicular.
3. All hand-held signs are exempt from the permitting requirements of Section 1.3.
K. Internal development signs. Internal development signs (signs not visible from a public right-
of-way) are permitted adjacent to internal road(s) serving the development. Internal
development signs include but are not limited to signs such as parking lot information,
directional, safety, and directional signs associated with hospitals and other emergency care
facilities. Internal development signs shall not exceed ten (10) square feet and four (4) feet
in height except that signs associated with hospitals and emergency care facilities shall not
exceed twenty (20) square feet in area.
L. Banners on City property.
1. Banners shall be considered temporary signs as defined in Section 1.2 of the sign
ordinance.
2. In addition to the special limitations found in Section 1.9 of the sign ordinance, banners
placed on City property shall be further regulated as follows:
a. Banners can be displayed for no more than forty-eight (48) hours after the event;
b. No person shall be permitted to display more than one (1) banner on the premises,
and only one (1) banner shall be displayed on the premises at any given time; and
c. No banner shall be any larger than sixty (60) square feet.

13.10 Variances for Signs.

This section shall provide the exclusive procedures for granting variances to the requirements of this
article for signs.
A. Upon application by the property owner of a lot zoned O-l, C-1, C-2, C-3, LI, or HI, covering
more than ten (10) contiguous acres, the City Council may grant a variance to allow the
maximum sign area for a monument sign to increase up to an additional ten percent (10%)
provided the applicant has shown that:
1. All signs and structures within the business development are in conformance with this
article; and

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2. The variance, if granted, would not cause substantial detriment to other property
owners or tenants, or to the public good, nor would it impair the purpose and intent of
this article; and
3. The City Council shall consider the following factors:
a. The size of buildings constructed on the subject lot;
b. The number of different tenants occupying the buildings;
c. Whether there exist extraordinary and exceptional conditions pertaining to the
property in question resulting from its size, shape, or topography that are not
applicable to other lands or structures in the area;
d. Whether granting a variance requested would confer upon the property of the
applicant any significant privileges that are denied to other similar properties.
Furthermore, peculiar conditions or circumstances which are the result of actions of
the current or former owner(s) of the property covered by the application cannot
be considered as grounds to justify a variance.
B. Variances may not be granted for sign height.

13.11 Requirements by Zoning Classification.

In addition to all other regulations in this article, all signs must conform to the requirements and
the tables which are contained in this section. Distinctions are made in the forthcoming tables between
properties which have “multiple businesses per lot” and those which have a “single business per lot.”
A. Lots zoned RR, SR, CCR, and (MHR and MFR (where a single residence is on the lot).
1. The total of all signs shall not exceed four (4) signs of any allowed type per residential
lot.
2. The following signs are prohibited:
a. Projecting signs;
b. Roof signs;
c. Awning signs;
d. Changeable copy signs;
e. Pole or pylon signs;
f. Monument signs (except when used as subdivision entrance sign); and
g. Wall signs.

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TABLE 13.11(A): Sign Requirements for RR, SR, CCR, MHR, and MFR Zoning Districts

Subdivision
Sign Requirements: Window Sign Temporary
Entrance Sign
Max height None 3' 6'
Max width None None None
Max sq. ft. of signable 4 4 32
area
Total aggregate of all 16 16 None
signs
Max number of signs 2 4 1 per entrance
per lot
Required minimum None 1' 6'
setback from right-of-
way
Required minimum None None 10'
setback from electrical
transmission lines

B. Multi-family residential lots zoned RM.
1. The total aggregate signable area allowed per lot must not exceed sixty-four (64)
square feet.
2. The following signs are prohibited:
a. Pole or pylon signs;
b. Projecting signs;
c. Wall signs;
d. Roof signs; and
e. Changeable copy signs.

TABLE 13.11(B): Sign Requirements for Multi-Family Residential Lots Zoned RM

Sign Requirements: Monument
Window Sign Temporary Sign Entrance Sign
Max height None None 6'
Max width None None None

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Max sq. ft. of signable 4 16 total (aggregate of 32
area all signs)
Total aggregate of all 16 16 None
signs
Max number of signs 2 2 1 per entrance
per unit
Required minimum None None 5'
setback from right-of-
way
Required minimum None None 10'
setback from electrical
transmission lines

C. Commercial lots zoned C-1, C-2, and C-3. (Multiple business per lot or business subdivision.)
1. One (1) principal freestanding sign is permitted per lot.
2. One (1) wall sign is permitted per primary exterior entrance for each business or
building per street-frontage. Businesses without a street on which there is frontage,
but which have exterior entrances to the building, are entitled to one (1) wall sign on
the exterior wall of the business where the primary entrance is located. For corner
lots, a second wall sign may be permitted facing the side street. End units of buildings
on any lot may also have a second wall sign on the side of the building.
3. The following signs are prohibited in commercial districts:
a. Pole or pylon signs; and
b. Roof signs.
4. All panels in multi-tenant monument signs must have equal signable area.

TABLE 13.11(C): Sign Requirements for Commercial Lots Zoned C-1, C-2, and C-3
(Multiple Business Per Lot or Business Subdivision)

Sign Monument Projecting Wall Sign Temporary Window Awning
Requirements: Sign Sign Sign Sign Sign
Max height 8' None None 8' None 18"
lettering

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Max width None None None 8' None Building
width
Max sq. ft. of 1 sq. ft. per 24 Not to 32 total 25% of the 10% of
signable area linear foot exceed the (aggregate area of awning
of Building smaller of of all signs) each space
Frontage up 10% per window in
to 64 sq. ft. tenant wall which a sign
area or 100 is placed
sq. ft.
Max number 1, except 2 1 per 1 per 2 3 1 per
allowed if permitted tenant, per primary tenant, per
by Section street exterior street
8.12.120 frontage entrance frontage
Required 5' None None 5' None None
minimum
setback from
right-of-way
Required 10' 10' None 10' None None
minimum
setback from
electrical
transmission
lines
Max None 6' None None None None
projection
from wall

D. Commercial lots zoned C-1, C-2, and C-3. (Single business per lot.)
1. Each lot is permitted one (1) principle freestanding sign, except as allowed in Section
___ and one (1) wall sign for each street-facing wall.
2. The following signs are prohibited in this district:
a. Pole or pylon signs; and
b. Roof signs.

TABLE 13.11(D): Sign Requirements for Commercial Lots Zoned C-1, C-2, and C-3
(Single Business Per Lot)
Sign Monument Projecting Temporary Window Awning
Wall Sign
Requirements: Sign Sign Sign Sign Sign

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18"
Max height 8' None None 8' None
lettering
Building
Max width None None None 8' None
width
25% of the
1 sq. ft. per Not to
area of
linear foot exceed the
32 total each 10% of
Max sq. ft. of of Building smaller of
24' (aggregate window in awning
signable area Frontage 10% per
of all signs) which a space
up to 64 sq. wall area or
sign is
ft. 100 sq. ft.
placed
1 per
1, except 2 primary
Max number if permitted facade, 1
1 2 3 1
allowed by Section per
8.12.120 secondary
facade
Required
minimum
1' None None 1' None None
setback from
right-of-way
Required
minimum
setback from
10' 10' None 10' None None
electrical
transmission
lines
Max
projection None 4' None None None None
from building

E. Industrial lots zoned LI and HI (Multiple businesses per lot or business subdivision.
1. One (1) principal freestanding sign is permitted per lot, except as allowed per section
1.15.
5. One (1) sign is permitted for each business per street-frontage. Businesses without a
street on which there is frontage, but which have exterior entrances to the building,
are entitled to one (1) wall sign on the exterior wall of the business where the primary
entrance is located. For corner lots, a second wall sign may be permitted facing the
side street. End units of buildings on any lot may also have a second wall sign on the
side of the building.

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2. The following signs are prohibited in industrial districts:
a. Pole or pylon signs;
b. Roof signs; and
c. Changeable copy signs.

TABLE 13.11(E): Sign Requirements for Industrial Lots Zoned LI and HI
(Multiple Business Per Lot or Business Subdivision)

Sign Monument Temporary
Wall Sign Window Sign Awning Sign
Requirements: Sign Sign
Max height 8' 8' None 18" lettering
50% of
Max width None None 8' None
Building width
1 sq. ft. per Not to exceed 25% of the
linear foot of the smaller of 32 total area of each
Max. sq. ft. of 10% of Awning
Building 5% per tenant (aggregate of window in
signable area space
Frontage up to wall area or all signs) which a sign is
64 sq. ft. 150 sq. ft. placed
1, except 2 if
1 per tenant, 1 per tenant,
Max number permitted by
per street 2 3 per street
allowed Section
frontage frontage
8.12.120
Required
minimum
5' None 5' None None
setback from
right-of-way
Required
minimum
setback from
10' None 10' None None
electrical
transmission
lines

F. Industrial lots zoned LI and HI (Single business per lot.)
1. Each lot is permitted one (1) principal freestanding sign, except as allowed per section
5.15, and one (1) mounted sign for each street-facing wall.
2. The following signs are prohibited in this district:

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a. Pole or pylon signs;
b. Roof signs; and
c. Changeable copy signs.

TABLE 13.11(F): Sign Requirements for Industrial Lots Zoned LI and HI
(Single Business Per Lot)

Sign Monument Wall Sign Temporary Window Sign Awning Sign
Requirements: Sign Sign
Max height 8' None 8' None 18" lettering
Max width None None 8' None 50% of
building width
Max sq. ft. of 1 sq. ft. per Not to exceed 32 total 25% of the 10% of awning
signable area linear foot of the smaller of (aggregate of area of each space
Building 5% wall area all signs) window in
Frontage up to or 150 square which a sign is
64 sq. ft. feet placed
Max number 1, 2 if 1 per street 2 None 1
allowed permitted per frontage
Section 13.15
Required 5' None 5' None None
minimum
setback from
right-of-way
Required 10' None 10' None None
minimum
setback from
transmission
lines

G. Office and institutional lots zoned OI
1. One (1) principle freestanding sign is permitted per lot, except as allowed per Section
13.15
6. One (1) wall sign is permitted per primary exterior entrance for each business or
building per street-frontage. Businesses without a street on which there is frontage,
but which have exterior entrances to the building, are entitled to one (1) wall sign on
the exterior wall of the business where the primary entrance is located. For corner

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lots, a second wall sign may be permitted facing the side street. End units of buildings
on any lot may also have a second wall sign on the side of the building.
2. The following signs are prohibited in this district:
a. Pole or pylon signs;
b. Roof signs; and
c. Changeable copy signs.

TABLE 13.11(G): Sign Requirements for Office Institutional Lots Zoned OI

Sign Monument Projecting Wall Sign Window Awning Temporary
Requirements: Sign Sign Sign Sign Sign
Max height 8' None None None 10" 8'
lettering
Max width None None Building None Building 8'
width width
Max sq. ft. of 32 sq. ft. 10 sq. ft. Not to 25% of the 10% of the 32 total
signable area exceed the area of awning (aggregate
smaller of each space of all signs)
5% of the window in
wall area or which a
100 sq. ft. sign is
placed
Max number 1, 2 if 1 per street 1 per street 3 1 per street 2
allowed permitted frontage frontage frontage
per Section
13.15
Required 5' None None None 1' None
minimum
setback from
right-of-way
Required 6' None None None None None
minimum
setback from
electrical
transmission
lines

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Max None 4' None None None None
projection
from building

H. Master sign plan. The intent of the master sign plan is to promote consistency among signs
within a development and enhance the compatibility of signs with the architectural and site
design features within a development.
1. Approval required. Approval of a master sign plan shall be required as part of the
development review process in any district that is zoned ‘PUD’ (Planned Unite
Development); on a multi-business lot which is greater than five (5) acres; or where
any new construction or redevelopment project includes more than one (1)
freestanding building. All signs that are erected or maintained shall conform at all times
to the approved master sign plan. The signs which are approved through the master
sign plan are the only signs that are allowed; any deviations from an approved master
sign plan shall be unlawful unless and until a revised master sign plan is approved.
2. Master sign plan application. An application for a master sign plan shall include the
following information:
a. All information as outlined in Section 1.3 of this article;
b. Accurate site plan, including location of buildings, parking lots, driveways, and
landscaped areas;
c. An accurate indication of the location of each present and proposed future sign of
any type, whether requiring a permit or not;
d. An elevation drawing or photo depicting the proposed location of signs on buildings,
walls or windows;
e. Computation of the maximum total sign area. For buildings with two (2) or more
separate businesses, computations shall identify the total maximum area each
individual business will be allowed;
f. Plans, including window signage should indicate the areas of the windows to be
covered;
g. Master sign plans must be signed by all owners or their authorized agents.
3. Master sign plan review. An application for a master sign plan shall be reviewed as part
of the development review process.

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4. Individual sign permits. Individual sign permits are required for all signs contained
within an approved master sign plan.
5. Amendments. A master sign plan may be amended by filing a new master sign plan
application that conforms to all requirements in this section.
6. Significant development exceptions. An exception for one (1) additional freestanding
sign may be granted under the master sign plan for significant developments which
meet at a minimum all criteria set forth below:
a. The development is located on a single tract, parcel, or lot;
b. The parcel is to be used for commercial;
c. The tract size is a minimum of fifteen (15) acres and the primary frontage of the lot
is at least five hundred (500) linear feet or more; and
d. The lot has two (2) or more entrances on the street on which it has its primary
frontage.
One (1) maximum sixty-four (64) square foot monument sign along the primary frontage may be
substituted for two (2) single-faced freestanding signs not to exceed thirty-two (32) square feet and six
(6) feet in height.
I. Master sign plan for multi-jurisdictional developments. The intent of the master sign plan
for multi-jurisdictional developments is to promote consistency among signs within a
development that is situated within the City of Stockbridge and one or more other
municipalities or the unincorporated areas of a county and enhance the compatibility of
signs with the architectural and site design features within such development.
1. The City Council may authorize a master sign plan for a development that is situated
within the City of Stockbridge and one or more other municipalities or the
unincorporated area of Henry County. All signs erected or maintained shall conform at
all times to the approved master sign plan. The signs approved through the master sign
plan are the only signs allowed; any deviations from an approved master sign plan shall
be unlawful unless and until a revised master sign plan is approved by the City Council.
2. Master sign plan application. An application for a master sign plan for a multi-
jurisdictional development shall include the following information:
a. All information as outlined in Section 1.3 of this article;
b. Accurate site plan, including location of buildings, parking lots, driveways, and
landscaped areas;

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c. An accurate indication of the location of each present and proposed future sign of
any type, whether requiring a permit or not;
d. An elevation drawing or photo depicting the proposed location of signs on buildings,
walls or windows;
e. Computation of the maximum total sign area. For buildings with two or more
separate businesses, computations shall identify the total maximum area each
individual business will be allowed;
f. Plans, including window signage should indicate the areas of the windows to be
covered;
g. Master sign plans must be signed by all owners or their authorized agents.
3. The master plan may include standards for signs which deviate from the general
standards provided for herein so long as each jurisdiction approves the same master
plan.
4. Individual sign permits. Individual sign permits are required for all signs contained
within an approved master sign plan.
5. Amendments. A master sign plan may be amended by filing a new master sign plan
application that conforms to all requirements in this section.

13.12 Unsafe and Unlawful Signs.

J. If the Community Development Director or the designee finds that any sign that is regulated
herein is unsafe or unstable, or is a menace to the public health or safety, or is abandoned,
or is maintained in a dilapidated condition, or has been constructed or erected or is being
maintained in violation of the provisions of this article, the Community Development
Director or the designee shall notify the permittee, owner, or occupant of the property on
which the sign is located by certified mail of such violation. Said notice shall include a brief
and complete statement of the violations to be remedied. If the permittee, owner, or
occupant of the property where the sign is located cannot be located, notice shall be
provided by the City Council or its designated representative affixing the notice to the sign
or to the building on which the sign is erected.
K. If the permittee or property owner fails to remove or alter the structure so as to comply with
the standards herein set forth within ten (10) days after such notice, the permit for such sign
shall be revoked and the permittee or property owner shall be subject to the penalties set
forth in Section 13.14 of this article.

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L. In any case in which a sign is an immediate threat to the physical safety of persons or
adjoining property, the Community Development Director or his or her designee may cause
such structure to be removed summarily and without notice and cause the cost of same to
be placed as a lien on the property upon which the sign sits.

13.13 Nonconforming Signs.

A. The following provisions shall apply to signs which, on the effective date of this article, were
approved and legally erected under previous sign restrictions and which became nonconforming
with respect to the requirements of this article's restrictions:
1. The owner of the sign shall secure a permit for the continuation of the sign, subject to the
restrictions of this section. Application for such permit must be filed within ten (10) days of
the notice of nonconformance. There shall be no charge for this permit. Failure to apply for
such permit within ten (10) days shall result in waiver of the protections which have been
granted to nonconforming signs by this section, and the display of such sign shall be thereafter
unlawful.
2. No change shall be made in the size of any nonconforming sign, nor shall any structural
changes be made in such a sign unless the sign is brought into compliance with the provisions
of this article.
3. Except as provided in this article, any sign that is erected on any public property or right-of-
way in violation of this article may be removed therefrom by duly-authorized employees of
the City, and the responsible party may be cited for such violation.
B. The substitution or interchange of poster panels, painted boards, or dismountable material on
nonconforming signs shall be permitted.
C. Minor repairs and maintenance of nonconforming signs shall be permitted. However, no
structural repairs or changes in the size or shape of the sign shall be permitted except to make
the sign comply with the requirements of this article. The replacement of existing sign panels is
permissible without a sign permit, provided that no changes are made to the sign structure itself.
D. No change in shape, size, or design shall be permitted on a nonconforming sign except to make
the sign comply with all requirements of this article.
E. Grandfathering. Nonconforming signs must be removed from site when any of the following
conditions occur:
1. The advertised business ceases at that location for a period of more than ninety (90) days
and/or the sign is not used for a period of more than ninety (90) days;

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2. The deterioration of the sign or damage to the sign makes it a hazard or renders it
dilapidated, unsightly, or unkempt; or
3. The sign has been damaged to such extent that more than minor repairs (greater than
twenty-five (25) percent of the replacement cost of the existing sign) or a material change is
required to restore the sign. No structural repairs or change in shape or size shall be
permitted except to make the sign comply with all standards of this chapter. This subsection
shall not apply to signs that are located adjacent to an interstate highway, or otherwise
positioned so as to be visible from the interstate highway.

13.14 Penalties.

A. Each sign that is installed, created, erected, or maintained in violation of this chapter shall be
considered as a separate violation when applying the penalty portions herein.
B. Any person who is found to be in violation of any of the provisions of this article shall be subject
to a fine which does not exceed fifty dollars ($50.00) per day.
C. A separate offense shall be deemed committed each day during or upon which a violation occurs
or is permitted to continue. Any sign erected or maintained in violation of this chapter for more
than thirty (30) days shall also be subject to removal by the City at the owner's or permittee's
expense.

13.15 Sign Setbacks and Restrictions.

A. All signs shall be required to be located within the required front yard of a principal structure and
shall not be permitted to extend beyond the front property line into the street right-of-way. The
location of signs shall not interfere with the view of a traffic signal or traffic vision. For traffic
safety, signs shall not be located within the triangular area on a corner lot formed by measuring
fifteen (15) feet along both street side property lines from their intersection.
B. When the restrictions in Section 13.11 make reference to this subsection, in order to erect a
second wall sign, a use must have frontage on two (2) publicly dedicated streets (such as on a
corner lot), with each street including a legal curb cut, or be located within an end unit of a
building on any lot. In addition, there must be a minimum lot area of one (1) acre to permit a
second such sign to be erected. In those instances where one (1) of the street frontages is on a
street serving a residential district, a second sign shall be prohibited.

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13.16 Conflict and Severability.

A. Conflict. If any part of this chapter is found to be in conflict with any other ordinance of this county
or any state or federal statute, the most restrictive or highest standard shall prevail. If any part of
this sign ordinance is explicitly prohibited by state or federal statute, that part shall not be
enforced.
B. Severability. This chapter is declared to be severable. In the event any section, subsection,
sentence, clause or phrase of this chapter shall be declared or adjudged invalid or unconstitutional
by a court of competent jurisdiction, such adjudication shall in no manner affect the other
sections, subsections, sentences, clauses or phrases of this chapter, which shall remain of full
force and effect, as if the section, subsection, sentence, clause or phrase so declared or adjudged
invalid or unconstitutional were not originally a part hereof. The county hereby declares that it
would have passed the remaining parts of this chapter if it had known that such part or parts
hereof would be declared or adjudged invalid or unconstitutional.

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Title 14 – TREE PROTECTION

TITLE 14: TREE PROTECTION

1.1 Statement of Purpose.

A. The purpose of these standards is to facilitate the preservation and/or replacement of trees
as a part of land development in the City.
B. The City of Stockbridge City Council hereby finds that the preservation of existing trees is a
public purpose that protects the public health, safety, general welfare and aesthetics of
Stockbridge and all its citizens.
C. Stockbridge citizens enjoy many benefits that can be directly attributed to our trees.
1. Trees produce oxygen, which is essential to the wellbeing of all animal life, including
humans.
2. Trees help to reduce the amounts of airborne pollutants. For example, trees remove
carbon dioxide, that is a major environmental concern due to its current high levels.
3. Trees and their foliage intercept dust and particulate matter, thereby helping to purify
our air and limiting health risks.
4. Trees and their root systems reduce soil erosion and storm water runoff. This decreases
sedimentation problems and improves water quality.
5. Trees provide food and shelter for desirable urban wildlife.
6. Trees provide screening, which in turns aids in the reduction of noise and glare.
7. Trees help moderate our air temperature to provide us with a comfortable
environment.
8. Trees provide scenic amenities to soften the harshness of City buildings and streets.
They are aesthetically pleasing to all that view them.
9. Trees may affect property values and can have a positive impact upon the economy of
an area.
10. Trees can enhance the natural functions of streams and related buffers.
D. Provide standards for the preservation of trees as part of the land development process.
E. Prevent clear-cutting and mass grading of land that results in the loss of mature trees, and
to ensure appropriate replanting when tree loss does occur.
F. Protect trees during construction to enhance the quality of life in the City.
G. Protect trees in construction of public facilities and utilities.

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1.2 General Applicability.

A. The terms and provisions of the tree protection ordinance shall apply to all real property in
the City of Stockbridge City limits except as otherwise provided in this section 5.04.00.
B. The terms and provisions of the tree protection ordinance shall further apply to any
residential or non-residential development which requires the issuance of a land disturbance
permit, development permit, or building permit, except as otherwise provided in this 5.04.00
section.
C. The terms and provisions of the tree protection ordinance shall also apply to development
on any City owned property, including property owned by City agencies, boards, and
authorities, except as otherwise provided in this section 5.04.00.
1.3 Exemptions.

A. The following exemptions exist:
1. The removal of five (5) or fewer trees, other than specimen trees, on any single-family
residential property, within a single calendar year.
2. The removal of more than five (5) trees, other than specimen trees, from an owner-
occupied, single-family lot may be approved by the Director if the owner must remove
trees to build a newly permitted structure, or to build an addition to or make
improvements to an existing structure, or to improve the health of other trees in the
landscape.
3. Zonings conditioned to a specific site plan prior to adoption of the tree protection
ordinance on September 20, 2021, provided that said zoning contains specific
conditions for both tree preservation and tree replacement.
4. the removal of trees found to be diseased or insect infested by the county extension
service, the state forestry commission, a certified arborist, or urban forester.
5. Grandfathered projects:
a. This tree protection ordinance shall not apply to any portion of a property included
within the limits of a valid and complete application for a land disturbance permit
or preliminary plat approval where said application has proceeded through and
completed first round red line review by the planning and zoning department nor
to commercial site plans that have been reviewed and red lined by the Community
Development Department and which were received by the Director or his/her
designee prior to September 20, 2021, provided that all time constraints relating to
the permit issued shall be observed.
6. The removal of trees from horticultural properties, such as farms, nurseries or orchards.
This exemption shall not include tree harvesting.

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7. The removal of any tree which has become, or threatens to become, a danger to human
life or property.
8. Agricultural activities on land zoned Rural Residential.
9. Approved utility construction within permanent utility easements.
10. Building permits that do not require or authorize land disturbance.
1.4 Definitions.

Buffer: Land area used to visibly separate one parcel or land-use from another through screening and
physical distance to shield or block noise, light, glare, visual or other conditions, and to minimize physical
passage to dissimilar uses. Buffers also protect the water resources of Georgia when adjacent to streams.
Buffer widths vary depending upon the zoning district and the adjacent zoning district and conditions of
zoning. Specific types of buffers include:
1. Natural/Undisturbed Buffer: Land area in which there is no disturbance including but not
limited to removal of understory trees or vegetation, except for maintenance or removal of
hazardous and/or invasive trees and plants, or for approved perpendicular access and utility
crossings. Existing vegetation may qualify to be a natural buffer, if sufficient vegetation exists
within the required buffer width, the vegetation can be fully protected during construction, and
the existing vegetation can be proven to be substantially similar to the required plantings of a
new buffer and/or is sufficiently visibly dense to be accepted by the city as equivalent to a
planted buffer once mature.
2. Enhanced Natural Buffer: Land area where an existing natural buffer is found to be inadequate
and therefore requires additional vegetative screening. No disturbance is allowed except for
maintenance or removal of and/or invasive trees and plants, or for approved perpendicular
access, utility crossings and the addition of vegetative screening.
3. Maintained Landscape Buffer: Land area in which grading is allowed and re-vegetation to a
buffer is required specific to a zoning case. Buffer must be replanted but also maintained per
approved landscape plan and not allowed to revert to a Natural/Undisturbed Buffer.
4. Stream Buffer (State): “The area of land immediately adjacent to the banks of state waters in its
natural state of vegetation, which facilitates the protection of water quality and aquatic
habitat.” The definition of stream buffer is governed by Georgia Law, O.C.G.A. § 12-7-1
5. Stream Buffer (Local): With respect to a stream, a natural or enhanced vegetated area, lying
adjacent to the stream.
6. Zoning Buffer: A buffer required by the Zoning Ordinance or as a condition of zoning, special use
or variance approval for a specific property.

Canopy Tree: means a tree that when mature commonly reaches a height greater than 40 feet.
City: The City of Stockbridge, Georgia.
Clearing / Clear Cutting: The broad removal of all trees and/or vegetation from an area.

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Construction Buffer: A type of buffer which is temporary and remains in effect during the construction
of a project.
Critical Root Zone: An area represented by a circle centered on the tree’s trunk with a radius equal to 1
foot per 1 inch of trunk diameter at breast height (DBH). Example, a 12 inch diameter tree at breast height
(12” dbh) would have a 12 foot radius circle (24 foot diameter circle) which represents the Critical Root
Zone (CRZ).
Dead, Dying, or Hazardous Tree (DDH): A tree that has structural defects in the roots, stem, or branches
that may cause the tree or a part of the tree to fail, where such failure may cause property damage or
personal injury. Tree Defects: Tree defects can be of two kinds: Injury or disease that seriously weakens
the stems, roots, or branches of trees, predisposing them to fail or structural problems arising from poor
tree architecture. Tree hazards include dead or dying trees, dead parts of live trees, or unstable live
trees due to structural defects or other factors that are within striking distance of people or property.
Trees that may be considered DDH shall be confirmed as such by a Certified Arborist.
Deciduous Tree: A tree that drops foliage at one season of the year, generally in autumn.
Department: The City of Stockbridge Community Development Department, as established by the City
of Stockbridge City Council, and as operated through the actions and administration of the Director or
his/her designee.
Development Activity: Any alteration of the natural environment which requires the approval of a
development or site plan and issuance of a development permit.
Development Permit: A permit that is issued by the City that authorizes development activity, and
includes but is not limited to, a land disturbance permit or building permit.
Development Regulations: The adopted regulations providing for the subdivision and development of
real property within the City, as amended from time to time by the City Council.
Diameter at Breast Height (DBH): The diameter of a tree is to be measured by one of the following
methods:
1. For Existing Trees: The standard measure for existing trees on site is Diameter at Breast Height (DBH). The
tree trunk diameter is measured at a height of four and one half (4½) feet above ground level on the
uphill side of the tree. If a tree splits into multiple trunks below four and one half (4½) feet, measure each
trunk individually for total DBH.

2. For Newly Planted Trees: The standard measure for newly planted trees will be the caliper of the trunk six
(6) inches above the ground level.

Director: The Director of the Community Department or his/her designee.
Dripline: A line on the ground established by a vertical plane extending from a tree's outermost branch
tips down to the ground; i.e., the line enclosing the area directly beneath the tree's crown from which
rainfall would drip.

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Floodplain, 100-Year: Those lands subject to flooding, which have at least a one percent probability of
flooding occurrence in any calendar year; and specifically, the floodplain as shown on the Flood
Boundary and Floodway Map as prepared by the Federal Emergency Management Agency (FEMA).
Evergreen: A plant that maintains foliage throughout the entire year.
Grading: The placement, removal, or movement of earth.
Grubbing: The removal of stumps or roots from a site.
Impervious Surface: means those areas which prevent or impede the infiltration of stormwater into the
soil as it entered in natural conditions prior to development. Common impervious areas include, but are
not limited to, rooftops, sidewalks, walkways, patio areas, driveways, parking lots, storage areas,
compacted gravel and soil surfaces, awnings and other fabric or plastic coverings.
Invasive Plant: A plant that is both non-native and able to establish on many sites, grow quickly, and
spread to the point of disrupting plant communities or ecosystems. A Landscape Architect or Certified
Arborist shall be required to identify invasive species.
Land Disturbance Permit (LDP): Any permit other than a Building Permit issued by City of Stockbridge that
authorizes clearing or grading activities on a site or portion of a site. Said permit may be Clearing, Clearing
and Grubbing, Grading, or Development Permit as defined and authorized under the Development
Regulations of the City of Stockbridge.
Landscape Strip: Land area located within the boundary of a lot and required to be set aside and used
for landscaping upon which only limited encroachments are authorized.
Native Plant: A plant that is a part of the balance of nature that has developed over hundreds or
thousands of years in a particular region or ecosystem. Note: The word native should always be used
with a geographic qualifier (that is, native to the Southeast [for example]). Only plants found in this
country before European settlement are considered to be native to the United States.
Pervious Surface: means those areas which do not prevent or impede the infiltration of stormwater into
the soil as it entered in natural conditions prior to or after development.
Saved Tree: A tree in which the critical root zone has not been disturbed by more than twenty-five (25)
percent.
Screening: A method of shielding or obscuring one abutting or nearby structure or use from another by
opaque fencing, walls, berms, densely planted vegetation, or the like.
Shrub: A woody plant of relatively low height, as distinguished from a tree by having several stems rather
than a single trunk.
Timber Harvesting: The felling, loading, and transporting of timber products (pulpwood, etc.). The term
"timber harvesting" may include both clear cutting and selective cutting of timber.

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Tree: Any self-supporting woody perennial plant, usually having a main stem or trunk and many branches,
and at maturity normally attaining a trunk diameter greater than 3 inches at any point and a height of
over 12 feet.
Tree Density Unit (TDU): A credit assigned to a tree, based on the diameter of the tree, in accordance
with tables contained in this Ordinance.
Tree Density Standard (TDS): The minimum number of Tree Density Units per acre which must be
achieved on a property after development.
Tree Protection Area (TPA): Any portion of a site wherein are located existing trees which are proposed
to be preserved in order to comply with the requirements of this Ordinance. The Tree Protection Area
shall include no less than the total area beneath the tree canopy as defined by the dripline of the tree or
group of trees collectively.
Tree Planting List: The recommended species of replacement trees listed in Appendix “A” of this
ordinance.
Tree Protection Area: Any portion of a site wherein are located existing trees which are proposed to be
preserved to comply with the requirements of this article.
Tree Removal: The physical act of cutting down and removing a tree from a site.
Tree Replacement/Protection Plan: A plan that identifies tree protection areas where existing trees are
to be preserved and where proposed replacement trees are to be planted on a property to meet
minimum requirements, as well as methods of tree protection to be undertaken on the site and other
pertinent information.
Tree Thinning: Selective cutting or thinning of trees only for the clear purpose of good forestry
management in order to protect said forest from disease or infestation and in no way, shall be
construed as clear cutting.

1.5 Procedures.

A. Application requirements.
1. Pre-application conference. Prior to submission of an application for development, the
applicant is encouraged to meet with the Director or his/her designee to discuss the
tree protection ordinance as it relates to the applicant's property. The purpose of the
pre-application conference is to clarify the provisions and procedures of the tree
protection ordinance and review applicable standards and guidelines for the submittal
of documents and required tree protection, replacement, and maintenance measures.
2. Tree survey. Except as provided elsewhere in this section, a tree survey shall be
required as part of any application for a land disturbance permit, development permit,
building permit or preliminary subdivision plat. Except as provided elsewhere in this

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section, all trees eighteen (18) inches (DBH) and larger shall be identified. Specimen
trees shall be identified by size, species and location. Trees larger than two (2) inches
(DBH) may be identified and counted for unit credit on the tree protection plan. Single
residential lots on which the applicant intends to reside may be exempted from the
tree survey requirements at the discretion of the Director. With the prior approval of
the Director or his/her designee, sampling methods may be used to determine tree
densities for forested areas.
B. Tree protection plan. A tree protection plan shall be submitted with other permit drawings
as part of the development permits process. This plan may either be a separate drawing, or
part of a landscape plan, and shall include the following information:
1. Definition of spatial limits:
b. Limits of land disturbance, clearing, grading, and trenching;
c. Tree save areas;
d. Specimen trees; and
e. Areas of revegetation.
2. Detailed drawings of tree protection measures and their location:
a. Location, species and size (DBH) of existing significant trees and an indication of
which significant trees would remain on the site.
b. Tree fences;
c. Erosion control fences;
d. Tree protection signs;
e. Tree wells;
f. Aeration systems;
g. Transplanting specifications;
h. Staking specifications; and
i. Other applicable drawings as determined by the Director or his/her designee.
3. The tree protection plan shall show all utility lines existing and proposed, including
irrigation and electric lighting lines. The applicant shall coordinate the location of these
utility lines with the utility companies to prevent root damage within the critical root
zones of protected trees, and to minimize damage to trees located in protected zones.
4. Procedures and schedules for the implementation, installation, and maintenance of
tree protection measures.

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5. Calculations of tree density proposed on site per subsection (g), tree preservation and
replacement requirements.
6. Tree protection inspection. Following the receipt of a complete application, the
Director or his/her designee shall schedule and conduct an inspection of the proposed
development site. The applicant or applicant's designee shall be advised as to the date
and time of the inspection and given an opportunity to participate.
7. Following inspection said plans shall be reviewed by the Director or his/her designee
for conformance with applicable zoning conditions, the tree protection ordinance, and
any applicable administrative guidelines, and will either be approved or denied.
Reasons for denial shall be noted on the tree protection plan or otherwise stated in
writing.
8. No development or building permit shall be issued until the tree protection plan has
been approved by the Director or his/her designee.
9. All tree protection measures shall be installed prior to land disturbance.
10. Single lots in platted residential subdivisions on which the applicant intends to reside
may be exempted from the tree protection plan requirements at the discretion of the
Director.
C. Final inspection. No certificate of occupancy shall be issued by the Director or his/her
designee with respect to any permit subject to this section 5.04.00 unless and until the
Director or his/her designee shall have inspected the site and confirmed that all existing
trees to remain are in healthy condition and all replacement trees have been planted in
accordance with this section.
D. Issuance of a building or land development permit shall be conditioned on the approved tree
protection plan and conformance to the provisions of these regulations. Any permit may be
voided if its terms are violated.
1.6 Tree Preservation and Replacement Requirements.

The following tree preservation and replacement requirements are hereby established:
A. If significant trees exist on a tract of land for which a permit subject to this section is sought,
either one hundred twenty (120) inches (DBH) per acre or twenty-five (25) percent of
existing significant trees per acre of such significant trees, whichever is less, shall be
preserved on the site. Except for zoned OI, C-1, C-2, C-3, M, or M-2 sites, trees and tree save
areas counting toward this requirement shall not be located in required buffer zones. Trees
and tree save areas counting toward this requirement on sites zoned OI, C-1, C-2, C-3 M or
M-2 may be located in stream buffers and state buffer zones, transitional buffer zones and
designated floodplains.

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If the Director or his/her designee determines that special constraints of a site result in an
inability to build or develop without removing significant trees on a site, where there are only
one hundred twenty (120) inches (DBH) per acre or less of existing significant trees, the Director
or his/her designee may permit the removal of one or more significant trees. Trees removed
pursuant to this section must be replaced with trees one (1.0) times the diameter inches of
those removed.
B. There shall be at least two (2) two-inch (DBH) over story trees in every front yard of
properties zoned RR and SR. There shall be at least one (1) two-inch (DBH) over story tree in
every front yard of properties zoned CCR and MFR.
C. The applicant shall landscape the areas with trees and other plant materials in accordance
with the following standards:
1. Residential developments: All residential subdivisions shall have an average density of
fifteen (15) density units per acre. Required trees may be located on individual lots or
in subdivisions in which there is commonly owned property may be located on such
commonly owned property.
2. Non-residential and multifamily developments: The quantity of total
existing/replacement trees on site must be sufficient to produce a total site density
factor of no less than thirty (30) density units per acre.
3. Except for C-1, C-2, C-3, M, or M-2 zoned property, the total tree density units required
for a parcel or lot shall be computed based on the area of the parcel or lot, excluding
all area within the 100-year floodplain. Total tree density units required for C-1, C-2, C-
3, M, or M-2 zoned property shall be computed based on the area of the parcel or lot,
including all area within the one-hundred-year floodplain.
D. Procedures for calculating the required tree density are provided in Charts 1, 2 and 3 of this
Section 5.04.00. Tree unit values are assigned as follows:

CHART 1.
Conversion From Diameter To Density Factor Units For Existing Deciduous Trees To Remain On Site
DBH Units DBH Units DBH Units
2 to 3 .8 25 6.8 38 15.8
4 to 6 1.6 26 7.4 39 16.6
7 to 9 2.4 27 8.0 40 17.4
10 to 12 3.2 28 8.6 41 18.4
13 to 15 4.0 29 9.2 42 19.2
16 to 18 4.8 30 9.8 43 20.2
19 to 21 5.4 31 10.4 44 21.2
22 to 24 6.0 32 11.2 45 22.0

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33 11.8 46 23.0
34 12.6 47 24.0
35 13.4 48 25.2
36 14.2 49 26.2
37 15.0 50 27.2

CHART 2.
Conversion From Diameter To Density Factor Units For Evergreens And Conifers
DBH
2 to 9 .2 less unit than deciduous trees
10 to 15 .1 less unit than deciduous trees
All others Same as deciduous trees

CHART 3.
Conversion From Caliper Diameter To Density Factor Units For Deciduous Replacement Trees.
Caliper inches Units
0.0 to 0.9 Not allowed
1.0 to 1.9 no replants under 2 caliper inches Not allowed
2.0 to 2.9 .4
3.0 to 3.9 .5
4.0 to 4.9 .7
5.0 to 5.9 .8
6.0 to 6.9 1.0
7.0 to 7.9 1.1
8.0 to 8.9 1.2
9.0 to 9.9 1.3
10.0 to 10.9 1.5
11.0 to 11.9 1.6
12 inches or greater 2.0

Container-grown pine trees are given replacement value as follows:
Size Units
7-gallon .05

The use of one- and three-gallon pines will be permitted only with prior approval. There will be
no replacement value given for such trees.
E. Nothing in these regulations shall be construed to allow the removal of any tree or
vegetation in a required stream buffer, transitional buffer zone or state buffer zone except
buffer improvements as authorized by the Director.

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F. Tree relocation and credit for existing trees replacement units will be granted to trees
relocated on site. Tree relocation is subject to approval of the county arborist. Existing trees
between two (2) caliper inches and seven and nine-tenths (7.9) caliper inches may be used
for credit on the tree replacement plan.
G. Understory vegetation. Tree preservation areas shall leave intact the naturally occurring
groundcover and understory vegetation except where directed otherwise by the Director or
his/her designee in order to allow the removal of undesirable groundcover or understory
vegetation.
H. Specimen trees.
1. Specimen trees shall be identified by the Director, or his/her designee, and shall be
located on the tree protection plan.
2. Standards for the identification, preservation, and protection of specimen trees shall
be as follows: Any tree in fair or better condition which equals or exceeds the following
diameter sizes:
a. Large hardwoods, i.e. oaks, hickories, yellow poplars, and similar species: Thirty
(30) inches DBH.
b. Large softwoods, e.g. pines, evergreens, and similar species: Thirty (30) inches
DBH.
c. Small trees, e.g. dogwoods, redbuds, sourwoods, and similar species: Ten (10)
inches DBH.
3. A tree in fair or better condition should meet the following minimum standards:
a. A life expectancy of greater than fifteen (15) years.
b. A relatively sound and solid trunk with no extensive decay or hollow, and less
than twenty (20) percent radial trunk dieback.
c. No major insect or pathological problem.
4. A lesser-sized tree can be considered a specimen if:
a. It is a rare or unusual species or of historical significance.
b. It is specifically used by a builder, developer, or design professional as a focal
point in a project or landscape.
c. It is a tree with exceptional aesthetic quality.
5. The Director or his/her designee may identify and require the preservation of a tree
stand if it contains one (1) or more specimen trees and the specimen trees are
interlocked with other members of the stand in such a way as to imperil the specimen
tree if other members of the stand were to be removed.

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6. Any specimen tree removed from a parcel shall be replaced by one and five-tenths (1.5)
times the equivalent inches (DBH) of replacement trees or existing trees in excess of
the requirements of subsection (g), tree preservation and replacement requirements,
using species with potentials for comparable size and quality at maturity.
I. Protection of trees during construction. Methods and standards for tree protection shall be
established in administrative guidelines to this section 5.04.00.
1. Trees identified to be preserved and counted as credit for meeting required unit
density shall have four-foot orange tree protection fencing installed at the critical root
zones.
2. No person engaged in the construction of any structure(s) or improvement (s) or any
activity shall encroach or place solvents, material, construction machinery or
temporary soil deposits within six (6) feet of the area outside the critical root zone as
defined herein, or any existing significant tree within a tree save area, transitional
buffer zone, stream buffer, or state buffer zone.
3. All tree protection devices must remain in functioning condition until completion of
the project or until the certificate of occupancy is issued.
4. Any tree, designated in the plan to be saved, which is negligently damaged during
construction or as a result of negligent construction, as determined by the Director or
his/her designee, shall be treated according to accepted National Arborists Association
standards. If fatally damaged, trees shall be replaced with four-inch caliper trees equal
to the unit value of the tree removed. However, any specimen tree negligently
damaged as described above shall be replaced with four-inch caliper trees equal to one
and five-tenths (1.5) times the equivalent inches (DBH) of the tree removed or
damaged.
J. Removal of trees from floodplain not permitted. Trees shall not be cut or removed from the
floodplain, except as follows:
1. Those trees found to be diseased or insect infested by the county extension service,
the Georgia Forestry Commission, a certified arborist, or a certified forester.
2. As necessary for construction, repair or maintenance of public roads, utilities or
stormwater management facilities.
3. As part of an approved wetland mitigation plan.
4. Trees in the one-hundred-year floodplain or required stream buffer may not be cut nor
shall they be counted, except as otherwise provided in subsection (g), tree preservation
and replacement requirements, for C-1, C-2, C-3, M-1, and M-2 zoned property, to
accomplish requirements of the tree protection ordinance.

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K. The Director or his/her designee shall be responsible for distribution of appropriate public
educational materials concerning the procedures of the tree protection ordinance, the value
of maintaining existing trees, and proper methods of tree planting, preservation, and care.
1.7 Tree Replacement Standards.

A. The tree protection plan shall include planting schedules with proposed tree names
(botanical and common), quantity, size spacing, and any special planting notes. Trees used
for credit on the tree replacement plan must be chosen from the preferred list attached
hereto as Appendix A to this section 5.04.00. At least fifty (50) percent of replacement trees
must be overstory trees; no more than twenty-five (25) percent may be of any single species,
and no more than twenty-five (25) percent may be of evergreen species.
B. Unless otherwise approved by the Director or his/her designee, trees selected for replanting
must meet the minimum standards as provided in the American Standard for Nursery Stock
(ANSI Z60.1, 1980) and must be on the tree species selection list found in Appendix A to this
section 5.04.00. Trees selected must be free of injury, pests, disease, nutritional disorders,
or root defects, and must be in good vigor to assure a reasonable expectation of survival.
Standards for transplanting shall be in keeping with those established in the International
Society of Arboriculture publication Tree and Shrub Planting Manual or a similar publication.
C. It is desirable that replanted trees be ecologically compatible with the site and neighboring
sites. When practical, the replanted trees shall be of the same or similar species as those
removed.
D. Replacement trees shall be planted in manner that provides adequate space for
nourishment, light, and maturation as recommended by the Director or his/her designee.
E. Planting and staking details are addressed in the administrative guidelines and shall be
specified in the required tree protection plan.
1.8 Timber Harvesting.

Selective timber harvesting may be permitted upon authorization by the Director or his/her designee.
Permits authorizing tree harvesting shall be in accordance with the following standards:
A. A seventy-five-feet undisturbed buffer shall be provided and maintained along the entire
perimeter of the property, including road frontages, during the land disturbing activity,
except for authorized access crossings.
B. Notwithstanding the other provisions of this section, no property owner shall be required to
preserve an undisturbed buffer that covers more than twenty-five (25) percent of the total
land area of the property, excluding area inside the one-hundred-year floodplain. In any such
case, an alternative buffer width shall be provided, as determined by the Community
Development Director pursuant to its review of the application for a tree harvesting permit.

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C. The property shall be required to meet a tree density standard of thirty (30) units per acre,
not including the seventy-five-foot buffer, upon completion of authorized land disturbing
activities.
D. The owner/applicant shall utilize the recommended best management practices as
established by the Georgia Forestry Commission.
E. Once timber harvesting takes place in conformity with the above regulations, no
development of the property shall be permitted that would require the cutting of trees
preserved under subsection (n)(3) and (n)(5) f or a period of five (5) years following
authorization of tree harvesting.
1.9 Enforcement.

It shall be the duty of the Director or his/her designee to enforce this tree protection ordinance. The
Director or his/her designee shall have the authority to revoke, suspend or void any land disturbance
permit, development permit or building permit or suspend all work on a site or portion thereof in
order to effect compliance with this section.
A. Violation and penalty. Any person, firm or corporation violating any of the provisions of this
section, after having been first issued a warning, shall be deemed guilty of an offense and
upon conviction in court. Each tree removed or killed in violation of this section shall be
considered a separate offense. The owner of any buildings or premises or parts thereof,
where anything in violation of this section exists, and any architect, builder, contractor or
any other agent of the owner, or any tenant, who commits or assists in the commission of
any violation, shall be guilty of a separate offense.
B. Any trees eight (8) inches (DBH) and over which have been removed in violation of this
section shall be replaced by the violator with four-inch caliper replacement trees equal to
the unit value of the trees removed. However, any specimen tree removed from a parcel
shall be replaced with four-inch caliper trees one and five-tenths (1.5) times the equivalent
inches (DBH) of replacement trees or existing trees in excess of the requirements of
subsection (g), tree preservation and replacement requirements, using species with
potentials for comparable size and quality at maturity.
C. Appeals; power and duty of the board to hear appeals of decisions of administrative officials.
The City Council shall have the power and duty to hear and decide appeals where it is alleged
by an aggrieved party that there is error in any final order, requirement, or decision made
by the Director or his/her designee based on or made in the enforcement of the tree
protection ordinance. All such appeals shall be heard and decided following the notice
requirements, criteria and procedural requirements in Chapter 27 of the Unified
Development Ordinance.

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1.10 Appendix A.

City of Stockbridge Overstory Trees Acceptable for Replanting Credits
Scientific Name Common Name Recommended Leaf Habit
Acer rubrum Red Maple October Glory, Red Deciduous
Sunset
Betula nigra Riverbirch Duraheat Deciduous
Carpinus betuals European Hornbeam Deciduous
Carya aquatica Water Hickory Availability Deciduous
Carya cordiformis Bittemut Hickory Availability Deciduous
Carya glabra Pignut Hickory Availability Deciduous
Carya illinoensis Pecan Deciduous
Carya tomentosa Mockernut Hickory Availability Deciduous
Cedrus atlantica Atlas Cedar Evergreen
Cedrus libani Cedar of Lebanon Evergreen
Cedrus deodara Deodar Cedar Evergreen
Cryptomeria japonica Japanese Cryptomeria Evergreen
Fagus grandifolia American Beech Deciduous
Fraxinus tomentosa Pumpkin Ash Deciduous
Gingko biloba Gingko Plant male only. Deciduous
Autumn Bold, Fairmont
Ilex opaca American Holly Evergreen
Juniperus virginiana Red Cedar Brodie Evergreen
Liquidambar styraciflua Sweetgum Limited Use- Deciduous
Rotundiloba (Avail.)
Liriodendron tulipifera Tulip Poplar Limited Use Deciduous
Magnolia acuminata Cucumbertree Deciduous
Magnolia grandiflora Southern Magnolia Bracken's Brown Evergreen
Beauty, Greenback
Magnolia virginiana Sweetbay Magnolia Deciduous
Metasequoia Dawn Redwood Limited Use Deciduous
glyptostroboides
Nyssa sylvatica Black Gum Deciduous
Pinus echinata Shortleaf Pine Evergreen
Pinus taeda Loblolly Pine Evergreen
Platanus occidentalis Sycamore Deciduous
Quercus acutissima Sawtooth Oak Deciduous
Quercus alba White Oak Deciduous
Quercus bicolor Swamp White Oak
Quercus coccinea Scarlet Oak Deciduous
Quercus falcata Southern Red Oak Deciduous
Quercus georgiana Georgia Oak Deciduous
Quercus imbricaria Shingle Oak Deciduous

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Quercus lyrata Overcup Oak Deciduous
Quercus laurifolia Laurel Oak Deciduous
Quercus michauxii Swamp Chestnut Oak Deciduous
Quercus macrocarpa Bur Oak Deciduous
Quercus nigra Water Oak Deciduous
Quercus nuttalli Nuttall Oak Deciduous
Quercus phellos Willow Oak Deciduous
Quercus prinus Chestnut Oak Availability Deciduous
Quercus rubra Northem Red Oak Deciduous
Quercus shumardii Shumard Red Oak Deciduous
Quercus stellata Post Oak Deciduous
Quercus velutina Black Oak Deciduous
Taxoduim distichum Bald Cypress Shawnee Brave Deciduous
Tilia spp. Linden Deciduous
Thuja × 'Green Giant' Arborvitae 'Green Giant' Evergreen
Thuja plicata Giant (Western) Evergreen
Arborvitae
Ulmus americana merican Elm Princeton and other Deciduous
resistant varieties
Ulmus parviflora Lacebark Elm Allee, Athena, Bosque Deciduous
Zelkova serrata Japanese Zelkova Green Vase Deciduous

City of Stockbridge Understory and Other Small Trees Acceptable for Replanting Credits
Scientific Name Common Name Recommended Leaf Habit
Acer barbatum Florida Maple Deciduous
Acer buergeranum Trident Maple Street Wise Deciduous
Acer campestre Hedge Maple Deciduous
Acer leucoderme Chalk Maple Deciduous
Acer palmatum Japanese Maple Deciduous
Acer saccharum Sugar Maple Deciduous
Aesculus pavia Red Buckeye Deciduous
Alnus serrulata Alder Deciduous
Amelanchier × Serviceberry Princess Diana, Deciduous
grandiflora Autumn Brilliance
Aralia spinosa Devils Walking Stick Deciduous
Betula nigra River Birch Little King Deciduous
Carpinus caroliniana American Hornbeam Deciduous
Castanea pumila Chinkapin Deciduous
Celtis tenulfolia Georgia Hackberry Deciduous
Celtis laevigata Sugarberry Deciduous
Cercidiphyllum Katsura Tree Deciduous
japonicum

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Cercis canadensis Eastern Redbud Deciduous
Cercis reniformis Redbud Oklahoma
Chioanthus retusus Chinese Fringetree Deciduous
Chioanthus virginicus White Fringetree Deciduous
Cladrastis kentukea Yellowwood Deciduous
Cornus spp. Dogwood Florida and Kousa Deciduous
crosses
Cornus florida Flowering Dogwood Aurora Deciduous
Cornus kousa Kousa Dogwood Deciduous
Crataegus spp. Hawthorn Thornless cultivars Deciduous
Crataegus Washington Hawthorn Deciduous
phaenopyrum
Diospyros virginiana Persimmon Deciduous
Halesia carolina Silverbell Deciduous
Halesia diptera Two Winged Silverbell Deciduous
Hamamelis virginiana Witch-hazel Deciduous
Ilex spp. Holly Burford, Carolina #2, Evergreen
Foster, Neillie R.
Stevens, Savannah,
Yaupon
Ilex decidua Possumhaw Deciduous
Juniperus virginiana Red Cedar
Koelreuteria paniculata Golden Raintree Deciduous
Lagerstromia indica × Crape Myrtle Tree form cultivars Deciduous
faurieri disease resistant and
hardy, eg. Choctaw,
Natchez
Magnolia grandiflora Southern Magnolia Alta, Bracken's Brown Evergreen
Beauty, Greenback,
Claudia Wannamaker
Magnolia × loebneri Loebner Magnolia Merrill Deciduous
Magnolia macrophylla Bigleaf Magnolia Deciduous
Magnolia soulangiana Saucer Magnolia Deciduous
Magnolia stellata Star Magnolia Star Man
Magnolia tripetala Umbrella Magnolia Deciduous
Magnolia virginiana Sweetbay Magnolia Evergreen
Malnus floribunda Japanese Flowering Deciduous
Crabapple
Myrica cerifera Waxmyrtle Evergreen
Osmanthus americanus Devilwood Evergreen
Ostrya virginiana Eastern Hophombeam Deciduous
Oxydendrum Sourwood Deciduous
arboreurn.
Pinus Virginiana Virginia Pine Slopes, Screen Evergreen

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Pistacia chinesis Chinese Pistache Deciduous
Prunus spp. Okame, Autumnalis Deciduous
Sassafras albidurn Sassafras Deciduous
Styrax americana Snowbell Deciduous
Ulmus alata Winged Elm Deciduous
Vaccinium arboreurn Sparkleberry Evergreen

City of Stockbridge Recommended Trees for Under Powerlines
Scientific Name Common Name Recommended
Acer buergeranum Trident Maple
Acer palmatum Japanese Maple
Cercis candensis Redbud
Chionanthus retusus Chinese Fringetree
Chionanthus virginicus White Fringetree
Cornus spp. Dogwood Florida and Kousa crosses
Cornus florida Flowering Dogwood Disease resistant varieties,
Aurora
Cornus kousa Kousa Dogwood
Crataegus phaenopyrum Washington Hawthorn
Ilex spp. Holly Nellie R. Stevens, tree form
Burford, Yaupon
Koelreuteria paniculata Golden Raintree
Magnolia x loebneri Loebner Magnolia Merrill
Magnolia soulangiana Saucer Magnolia
Magnolia stellata Star Magnolia Star Man
Oxydendrum arboreum Sourwood
Prunus spp. Okame, Autumnalis

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Title 15 - SUBDIVISIONS

TITLE 15: SUBDIVISIONS

1.1 Subdivision Plat Process

These regulations shall govern the subdivision of all land within the incorporated area of the city.

A. Any owner of land within such jurisdiction wishing to subdivide land shall submit to the planning
commission a plat of the subdivision which shall conform to all requirements set forth in these
regulations.
B. No plat of a subdivision lying within such territory or part thereof, shall be recorded in the office
of the Clerk of the Superior Court of Henry County and no subdivider shall proceed with the
improvement of lots in a subdivision until such subdivision plat shall have been approved by the
planning commission with such approval entered in writing on the plat by the chairman of the
planning commission and then submitted to the mayor and council for review.

1.2 Review and Approval Authority.

A. The Community Development Department, the Public Works Department, and the Fire Marshal
shall have the authority to review and approve Subdivision Plat required by this chapter
consistent with these provisions.
B. Neither the Director, City Engineer, and/or Fire Marshal shall have the authority to waive any
requirement of this Code in the review of Subdivision Plat.
C. The procedure for the review of proposed amendments or revisions to previously approved
Subdivision Plat shall follow the process for the initial approval of Subdivision Plat outlined
below.

1.3 Pre-Application Review.

A. Prior to the preparation of the subdivision plat, the subdivider shall prepare sketch plans and
general subdivision proposals. He or his agent shall then confer informally with the Director
regarding the suitability of the plans.
B. The purpose of this review is to acquaint the subdivider with plans and policies that might be
significant to his proposed development.
C. Upon receiving favorable consideration, the subdivider may then proceed to prepare the
preliminary plat for submission to the planning commission.

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1. 4 Approval of Preliminary Plat.

A. Application: Upon gaining approval through the pre-application review regarding the general
program and objectives, the subdivider shall cause to be prepared a preliminary plat, together
with other supplementary material as deemed necessary by the Director.
1. The preliminary plat shall show all existing conditions required below and shall show all
existing conditions and all proposals, including the following:
a. Proposed name of subdivision.
b. Name and address of owner of record.
c. Name, address and telephone number of subdivider.
d. Date of survey, date of plat drawing, north point and graphic scale.
e. Location (land district and land lot), and acreage.
f. Number of residential lots and typical lot sizes.
g. A vicinity map indicating streets and highways, land lot lines, railroads and other
significant features, within one (1) mile of the proposed subdivision, drawn at a scale
sufficient to show the information required.
h. Exact boundary lines of the trace, giving lengths, bearings and present zoning.
i. Unit divisions or stage development, if any, proposed by the subdivider.
j. Contour lines based on sea level datum and drawn at intervals not greater than ten (10)
feet. The source of the topographic contours shown shall be specified.
k. Natural features within the proposed subdivision, including drainage channels, bodies of
water and other significant features. On all watercourses the direction of flow shall be
indicated.
l. Cultural features within the proposed subdivision, including street names, rights-of-way
and pavement widths; easements; bridges; culverts; utility lines and structures;
buildings; city and county lines; land lot lines; and such other information as the
subdivider may desire.
m. Proposed subdivision layout, including: Street names, central angles of street
intersections, approximate street grades, street surface widths; lot lines with
dimensions, lot number, block letters; building setback lines with dimensions; sites to be
reserved, developed or dedicated for public uses or for nonpublic uses exclusive of
single-family dwellings.
n. Location and results of percolation tests for any lots which will not be served by a public
sewage system, as required by the county health department.
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o. Location and size of all proposed drainage structures, including catch basins, curbs,
gutters, grates and headwalls.
p. Location of all proposed sanitary and storm sewer lines or improvements and any
easements required with sufficient dimensions to location same on the ground.
q. Location and description of all proposed monuments and pins.
B. Review Process: The application shall be approved by the following divisions: Community
Development, Public Works Department, and Fire Marshal.

1.5 Small Subdivision Exemption.

The preceding provisions of this section may be waived and a shortened procedure initiated in
the case of a subdivision of five (5) lots or less, and the subdivider may submit an application for
final plat approval, without submitting a preliminary plat, provided:

1. Each lot in the proposed subdivision abuts an existing public street;

2. The proposed subdivision will not effect any major alterations of utility installations, or other
existing or proposed public facilities; and

3. The application for final plat approval meets all the applicable procedural, design and other
requirements of these regulations.

A subdivider intending to use this short-cut method shall first consult with the Director or his
agent, supplying sufficient information to assure that the specified conditions will be met.

1.6 Approval of Final Plat.

A. Application: Once the Land Disturbance process has be completed, the subdivider shall cause to
be prepared a final plat, together with other supplementary material as deemed necessary by
the Director. The following shall be provided at the time of the application:

1. The final plat shall conform substantially to the preliminary plat; it may, however, represent
only that portion of the approved preliminary plat which the subdivider proposes to develop
and record at any one time, provided that such portion conforms to the requirements of
these regulations.
2. The final plat shall be labeled "Final Plat" and contain the following information:
a. Name of subdivision.
b. Graphic scale, north arrow with reference of bearings to magnetic, true or grid north,
and date of survey.

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Title 15 - SUBDIVISIONS

c. Location of tract (land lot and land district) and acreage.
d. All dimensions accurate to the nearest one-tenth (1/10 ) of a foot and all angles
accurate to the nearest minute.
e. Sufficient data to determine readily and reproduce on the ground the location, bearing,
and length of every street line, lot line, boundary line, and building line whether curved
or straight. This shall include but not be limited to the radium, length of arc, internal
angles and tangent distance for the center line of curved streets.
f. Exact locations, right-of-way widths, and names of all streets and alleys within and
immediately adjoining the plat along with street center lines.
g. Street intersection angles and street pavement widths.
h. Building setback lines with dimensions.
i. Blocks lettered alphabetically with lots and sites numbered in numerical order.
j. Location, dimensions and purpose of: easements, public service utility rights-of-way
lines; areas (other than streets) to be reserved, donated, or dedicated to public use;
and sites to be used for other than single-family residences.
k. Location and size of all drainage structures, including catch basins, curbs, gutters, grates
and headwalls.
l. Location, material and description of all monuments and pins, including street markers.
m. Certification that the applicant is the land owner and dedicates streets, rights-of-way
and any sites for public use.
n. Certification by the appropriate authorities for roads, water, sewers, and health that
the subdivider has complied with one of the following alternatives:
i. all improvements have been installed in accordance with their requirements;
ii. a performance bond has been posted in sufficient amount to assure completion
of all required improvements; or
iii. other guarantees of satisfactory completion of required improvements have been
accepted with their conditions specified in the certification.
o. Space for the approval of the planning commission.
p. Space for the acceptance of the mayor and council.
q. Protective covenants, if any, shall be shown on the plat.
r. Other data may be required by the Forest Park Planning Commission in the
enforcement of these regulations. This data may include final engineering design

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Title 15 - SUBDIVISIONS

reports on proposed improvements, or other certificates, affidavits, endorsements, or
dedications necessary to support the intent of these regulations.
B. Review Process: The application shall be approved by the following divisions: the Community
Development Department, the Public Works Department, Fire Marshal, and Planning
Commission.

1.6 Recording.

It shall be the responsibility of the subdivider to send the approved final plat to the Clerk of Superior
Court of Clayton County to be recorded with new number for land.

1.7 Requirements Regarding Ownership and Management of Open Space.

A. Where open space is required in a proposed development, the open space shall be protected
in perpetuity by a binding legal instrument that is recorded with the deed. If the entity
accepting an easement is not the City of Stockbridge, then a right of enforcement favoring the
City shall be included in the easement. The instrument shall be one (1) of the following:
1. A permanent conservation easement in favor of either paragraph a. or b., below:
a. A land trust or similar conservation-oriented nonprofit organization with legal authority
to accept such easements. The organization shall be bona fide and in perpetual existence.
The conveyance instruments shall contain an appropriate provision for retransfer in the
event the organization becomes unable to carry out its functions; or
b. A governmental entity that will ensure perpetual management of the open space.
2. A permanent restrictive covenant, recorded on the final plat in favor of the City of
Stockbridge.
3. An equivalent legal tool that provides permanent protection, if approved by the Mayor
and City Council.
B. The legal instrument for permanent protection shall include clear restrictions on the use of the
open space. The restrictions shall include all required by this Unified Development Code.
C. Open space may be owned by a homeowners' or property owners' association. Where such
association is established and authorized to own the protected open space, membership in the
association shall be mandatory for all owners and their successors within the development
containing the protected open space. The association shall be responsible for managing and
maintaining the open space and any structures located within the open space.
D. A plan setting forth the requirements and procedures to be followed in order to manage the
land and vegetation on the land.

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Title 16 – ENVIRONMENTAL PROTECTION

TITLE 16: ENVIRONMENTAL PROTECTION

1.1 Drinking Water Conservation Requirements.

1.1.1 Purpose of Provisions.

It is the purpose of this article to require the use of ultra-low-flow plumbing fixtures in all new
construction, or when replacing plumbing fixtures during renovation or remodeling of existing buildings
and to require the labeling of plumbing fixtures with information regarding flow rates for the purpose of
conserving water to maintain the integrity of drinking water supplies and reduce wastewater flows.

1.1.2 Definitions.
As used in this article:
"Commercial building" means any type of building other than residential.
"Construction" means the erection of a new building or the alteration of an existing building in
connection with its repair or renovation or in connection with making an addition to an existing building,
and shall include the replacement of a malfunctioning, unserviceable or obsolete faucet, showerhead,
toilet or urinal in an existing building.
"Person" means any individual, corporation, partnership or legal entity.
"Plumbing fixtures" means any toilet, urinal, showerhead, bathroom lavatory and kitchen faucet and
replacement aerators.
"Residential building" means any building or unit of a building intended for occupancy as a dwelling,
but shall not include a hotel or motel.
"Toilet" means any fixture consisting of a water flushed bowl with a seat, used for the disposal of
human waste.
"Urinal" means any fixture consisting of a water-flushed bowl used for the disposal of human waste.

1.1.3 Fixture Specifications and Installation Standards.
No plumbing fixture shall be installed which does not meet the standards listed in subsection A of this
section. This includes all plumbing fixtures installed in newly constructed buildings or when replacing
plumbing fixtures during remodeling or renovation of existing buildings, except as noted in Section 6.2.5.
A. All plumbing fixtures installed as referred to above should not exceed the following maximum
water use rates:

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Title 16 – ENVIRONMENTAL PROTECTION

1. Toilets ..... 1.6 gallons per flush;
2. Urinals ..... 1.0 gallons per flush;
3. Showerheads ..... 2.5 gallons per minute;
4. Kitchen faucets ..... 2.5 gallons per minute;
5. Bathroom and lavatory faucets ..... 2.0 gallons per minute.
B. The flow-restriction device in a showerhead must be a permanent and an integral part of the
showerhead and must not be removable to allow flow rates in excess of that stated in subsection
A of this section.
C. Lavatory faucets located in restrooms intended for use by the general public shall be of the
metering or self-closing type, in addition to the flow requirement listed in this subsection A of this
section

1.1.4 Product Labeling Specifications.
Effective July 1, 1991, all toilets, urinals, showerheads or faucets shall be clearly labeled by the
manufacturer to indicate the maximum flow rate or water usage of the fixture. The water-use rate of the
fixture shall be certified by the manufacturer based on independent test results and using sixty (60) psi
for showerheads. The label shall be affixed to the fixture and remain there until the proper building and/or
plumbing inspections have been conducted. Also, the product packaging must be clearly marked to
identify water use rates when offered for retail sale.

1.1.5 Exceptions.
A. The following fixture uses or applications shall be exempt from the standards established in Section
6.2.3:
1. Showers and faucets installed for safety purposes, such as emergency eye-wash stations, etc.;
2. Plumbing fixtures specifically designed for use by the physically handicapped;
3. Fixtures specifically designed to withstand unusual abuse or for installation in correctional
institutions, which may require more water for proper operation;
4. Instances of building renovation where significant plumbing modifications would be required
to accommodate the lower flows or for specialized purposes which cannot be accommodated
by existing technology.
B. Permission for the exceptions listed here must be obtained from the Director of the appropriate
governmental department administering these rules.

1.1.6 Compliance and Enforcement.
A. The City court shall have jurisdiction to hear all cases involving an alleged violation of this article.
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B. In addition to the penalties set forth in Section 6.2.7, the Director may take such other action as
described below to compel compliance and may maintain an action or proceeding in the City Court
or any court of competent jurisdiction to compel compliance with or restrain any violation of this
article.
C. Compliance with the requirements for installation and labeling at the time of installation in shall be
determined by the Director or his agent in cases of new or replacement plumbing fixture
installations, and compliance shall be a condition for receipt of any occupancy permit.
D. Compliance with the requirements in Section 6.2.4, regarding the labeling of plumbing fixtures
offered for retail sale, shall be determined by the county Director of building inspection or his/her
agent. The agency shall have access to all establishments which offer for retail sale or sell plumbing
fixtures at retail for purposes of determining compliance with Section 6.2.4.

1.1.7 Violation—Penalty.
A. Any person who violates any provision of this Article shall be subject to a fine not to exceed five
hundred dollars ($500.00) for each violation. Each violation shall constitute a separate offense and
each day that such violation continues shall constitute a separate offense.
B. Any person who violates any provision of this article and holds a business license which authorizes
the construction, installation, repair, distribution, sale or maintenance of such plumbing fixtures may
have their license suspended for a definite period or canceled. The time of suspension or cancellation
will be determined by the judge of the City Court.
C. Any person who violates the provisions of this article may be denied water and sewer services or
have their water and sewer services terminated. Such water and sewer services can be terminated
by an order from the judge of the City Court.

1.2 Recycling of Water at Commercial Carwash Facilities.

1.2.1 General Provision.
The purpose of this section is to reduce water consumption from commercial car wash facilities by
requiring all new conveyor car washes to install operational recycled water systems.

1.2.2 Applicability.
1. This section applies to all new conveyor car washes permitted and constructed after January 1,
2011, regardless of the water source.
2. The provisions of this section do not apply to conveyor commercial car washes that were
permitted or constructed before January 1, 2011.
3. The provisions of this section do not apply to self-service car washes or in-bay car washes.
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1.2.3 Definitions.
The following words and phrases, whenever used in this section, have the meaning defined in this
section:
1. "In-bay automatic car wash" means a commercial car wash where the driver pulls into the bay
and parks the car. The vehicle remains stationary while a machine moves back and forth over
the vehicle to clean it, instead of the vehicle moving through the tunnel.
2. "Conveyor car wash" means a commercial car wash where the car moves on a conveyor belt
during the wash. The driver of the vehicle can remain in the vehicle or wait outside of the
vehicle.
3. "Recycled water system" means a water system that captures and reuses water previously used
in wash or rinse cycles.
4. "Self-service car wash" means a commercial car wash where the customers wash their cars
themselves with spray wands and brushes.
D. Commercial Car Wash Water Recycling Requirement. All new commercial conveyor car washes,
permitted and constructed after January 1, 2011 must install operational recycled water systems. A
minimum of fifty percent (50%) of water utilized will be recycled.

1.2.4 Water Waste.
A. The following uses are a waste or unreasonable use or method of use of water and are prohibited:
1. Allowing water to escape from any premises onto public right-of-way, such as streets and
sidewalks, or upon any other person's property.
2. Operating an irrigation system or other lawn or landscaping watering device during rain.
3. Operating an irrigation system or other lawn or landscaping watering device that has any
broken or missing sprinkler heads.
4. Failing to repair a controllable leak, including a broken sprinkler head, or a leaking valve, or a
leaking outdoor faucet, or a service line leak, or any other visible outside water leaks, on
premises owned, leased, or managed by that person, within thirty (30) days.
5. Washing any vehicle with a hose and not having a water shut-off nozzle or allowing water to
run continuously from a hose while washing any vehicle is also prohibited.
B. The restrictions in this policy or section do not apply to the following authorized uses:
1. Flow resulting from firefighting or routine inspection of fire hydrants or from fire training
activities.
2. Water applied as a dust control measure, as required by erosion and sedimentation rules.

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3. Water applied to abate spills of flammable or otherwise hazardous materials, where water is
the appropriate methodology.
4. Water applied to prevent or abate health, safety, or accident hazards when alternate methods
are not available.
5. Water used for construction or maintenance activities where the application of water is
appropriate methodology and where no other practical alternative exists.
6. Water used for power-washing hard surfaces to alleviate safety or sanitary hazards, unless
prohibited by drought restrictions.
7. Mobile car washes when approval or a special use permit is obtained from the City.
8. Emptying of swimming pools for maintenance when proper local rules are followed.
C. If it is found that there is a waste of water in or about any premises to which water is supplied from
the City water system, either by willful waste or by means of a leak in any water pipe or fixture
located in or upon the premises, the City may cause the water to be cut off from the premises upon
reasonable notice to the occupant, unless special circumstances require that such waste shall be
immediately stopped. Where the water supply is cut off as herein provided, the water shall not again
be turned on until all water bills and the bill for the cost of cutting off and again turning on the water
shall have been paid.

1.3 Outdoor Watering.

1.3.1 Restriction on Outdoor Watering of Landscape.
Outdoor watering for purposes of planting, growing, managing, or maintaining ground cover, trees,
shrubs, or other plants may occur only between the hours of 4:00 p.m. and 10:00 a.m.; provided,
however, that this limitation shall not create any limitation upon the following outdoor water uses:
A. Commercial raising, harvesting, or storing of crops; feeding, breeding, or managing livestock or
poultry; the commercial production or storing of feed for use in the production of livestock,
including, but not limited to, cattle, calves, swine, hogs, goats, sheep, and rabbits, or for use in
the production of poultry, including, but not limited to, chickens, hens, ratites, and turkeys;
producing plants, trees, fowl, or animals; or the commercial production of aquacultural,
horticultural, dairy, livestock, poultry, eggs, and apiarian products or as otherwise defined in
O.C.G.A. § 1-3-3;
B. Capture and reuse of cooling system condensate or storm water in compliance with any
applicable City ordinances and state guidelines;
C. Reuse of gray water in compliance with O.C.G.A. § 31-3-5.2 and applicable local board of health
regulations;

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D. Use of reclaimed waste water by a designated user from a system permitted by the
Environmental Protection Division of the Georgia Department of Natural Resources to provide
reclaimed waste water;
E. Watering personal food gardens;
F. Watering new and replanted plant, seed, or turf in landscapes, golf courses, or sports turf fields
during installation and for a period of thirty (30) days immediately following the date of
installation;
G. Drip irrigation or irrigation using soaker hoses;
H. Hand watering with a hose with automatic cutoff or handheld container;
I. Use of water withdrawn from private water wells or surface water by an owner or operator of
property if such well or surface water is on said property;
J. Watering horticultural crops held for sale, resale, or installation;
K. Watering athletic fields, golf courses, or public turf grass recreational areas;
L. Installation, maintenance, or calibration of irrigation systems; or
M. Hydroseeding.

1.3.2 Enforcement.
A. No person shall use or allow the use of water in violation of the restrictions on outdoor water use
contained in Section 1.3.1.
B. Code enforcement shall be the enforcement authority for this article. The code enforcement
department may authorize other departments as may be deemed necessary to support
enforcement.
C. Criminal and alternative penalties. Any violation of this section may also be enforced by a citation or
accusation returnable to the municipal court or by any other legal means as set forth in this Code.

1.3.3 Stormwater Facilities Zoning and Plat Requirements.
A. The property upon which the stormwater facilities are located cannot be included in the
description of any lot located in a residential subdivision. Detention ponds and facilities that are
located on commercial and industrial properties shall follow the title to the property upon which
such facilities are located, and the owner of such property, after the expiration of the
maintenance bond, shall be fully liable and responsible for the maintenance of such facilities,
while residential facilities may be transferred to a homeowner's association that is validly existing
under the laws of the State of Georgia where such entity has the legal ability to assess and collect
fees for the maintenance of those facilities.

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B. In the event of such a transfer, the homeowner's association shall be responsible for the payment
of all costs that are incurred for the maintenance of the facility according to the ordinances of the
City.
C. The City shall have a perpetual nonexclusive easement over and across all access easements to
the detention ponds and facilities, together with a nonexclusive easement over, above, under and
through the detention pond and facilities for the purpose of the operation and maintenance of
such facilities.
D. In order to facilitate the maintenance and inspections contemplate by this section, it shall be
required that all final plats submitted to the county for review shall include an unencumbered
nonexclusive easement from an existing public roadway to any stormwater detention structure
or pond. Those easements shall be identified upon the final plat. The access easement shall be a
minimum of thirty (30) feet in width, and shall be at least graveled to accommodate the
equipment necessary to clean and maintain both the easement and the structure or pond.

1.4 Stream Buffer Protection.

1.4.1 Title.
The ordinance codified in this chapter shall be known as the "City of Stockbridge Stream Buffer Protection
Ordinance."

1.4.2 Findings and Purposes.
A. Findings.
Whereas, the City Council of the City of Stockbridge finds that buffers adjacent to streams provide
numerous benefits including:
1. Protecting, restoring and maintaining the chemical, physical and biological integrity of streams
and their water resources;
2. Removing pollutants delivered in urban stormwater;
3. Reducing erosion and controlling sedimentation;
4. Protecting and stabilizing stream banks;
5. Providing for infiltration of stormwater runoff;
6. Maintaining base flow of streams;
7. Contributing organic matter that is a source of food and energy for the aquatic ecosystem;
8. Providing tree canopy to shade streams and promote desirable aquatic habitat;
9. Providing riparian wildlife habitat;

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10. Furnishing scenic value and recreational opportunity; and
11. Providing opportunities for the protection and restoration of greenspace.
B. Purposes.
The purpose of this chapter is to protect the public health, safety, environment and general welfare;
to minimize public and private losses due to erosion, siltation and water pollution; and to maintain stream
water quality by provisions designed to:
1. Create buffer zones along the streams of the City of Stockbridge for the protection of water
resources; and,
2. Minimize land development within such buffers by establishing buffer zone requirements and
by requiring authorization for any such activities.

1.4.3 Definitions.
"Buffer" means, with respect to a stream, a natural or enhanced vegetated area (established by this
chapter), lying adjacent to the stream.
"Impervious cover" means any manmade paved, hardened or structural surface regardless of
material. Impervious cover includes, but is not limited to, rooftops, buildings, streets, roads, decks,
swimming pools and any concrete or asphalt.
"Land development" means any land change, including but not limited to, clearing, grubbing,
stripping, removal of vegetation, dredging, grading, excavating, transporting and filling of land,
construction, paving and any other installation of impervious cover.
"Land development activity" means those actions or activities which comprise, facilitate or result in
land development.
"Land disturbance" means any land or vegetation change, including, but not limited to, clearing,
grubbing, stripping, removal of vegetation, dredging, grading, excavating, transporting and filling of land,
that do not involve construction, paving or any other installation of impervious cover.
"Land disturbance activity" means those actions or activities which comprise, facilitate or result in
land disturbance.
"Floodplain" means any land area susceptible to flooding, which would have at least a one percent
probability of flooding occurrence in any calendar year based on the basin being fully developed as shown
on the current land use plan; i.e., the regulatory flood.
"Parcel" means any plot, lot or acreage shown as a unit on the latest county tax assessment records.
"Permit" means the permit issued by the Henry County Planning Department required for
undertaking any land development activity.

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"Person" means any individual, partnership, firm, association, joint venture, public or private
corporation, trust, estate, commission, board, public or private institution, utility, cooperative, City,
county or other political subdivision of the state, any interstate body or any other legal entity.
"'Protection area or stream protection area" means, with respect to a stream, the combined areas of
all required buffers and setbacks applicable to such stream.
"Riparian" means belonging or related to the bank of a river, stream, lake, pond or impoundment.
"Setback" means, with respect to a stream, the area established by this chapter extending beyond
any buffer applicable to the stream.
"'Stream" means any stream, beginning at:
1. The location of a spring, seep, or groundwater outflow that sustains stream flow; or
2. A point in the stream channel with a drainage area of twenty-five (25) acres or more; or
3. Where evidence indicates the presence of a stream in a drainage area of other than twenty-five
(25) acres, the City of Stockbridge may require field studies to verify the existence of a stream.
"Stream bank" means the sloping land that contains the stream channel and the normal flows of the
stream.
"Stream channel" means the portion of a watercourse that contains the base flow of the stream.
"Watershed" means the land area that drains into a particular stream.

1.4.4 Applicability.
This chapter shall apply to all land development activity on property containing a stream protection
area as defined in Section 8.18.030 of this chapter. These requirements are in addition to, and do not
replace or supersede, any other applicable buffer requirements established under state law and approval
or exemption from these requirements do not constitute approval or exemption from buffer
requirements established under state law or from other applicable local, state or federal regulations.
A. Grandfather Provisions.
This chapter shall not apply to the following activities:
1. Work consisting of the repair or maintenance of any lawful use of land that is zoned and
approved for such use on or before the effective date of the ordinance codified in this chapter;
2. Existing development and on-going land disturbance activities including but not limited to
existing agriculture, silviculture, landscaping, gardening and lawn maintenance, except that
new development or land disturbance activities on such properties will be subject to all
applicable buffer requirements;

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3. Any land development activity that is under construction, fully approved for development,
scheduled for permit approval or has been submitted for approval as of the effective date of
the ordinance codified in this chapter;
4. Land development activity that has not been submitted for approval, but that is part of a larger
master development plan, such as for an office park or other phased development that has
been previously approved within two (2) years of the effective date of the ordinance codified
in this chapter.
B. Exemptions. The following specific activities are exempt from this chapter. Exemption of these
activities does not constitute an exemption for any other activity proposed on a property.
1. Activities for the purpose of building one (1) of the following:
a. A stream crossing by a driveway, transportation route or utility line,
b. Public water supply intake or public wastewater outfall structures,
c. Intrusions necessary to provide access to a property,
d. Public access facilities that must be on the water including boat ramps, docks, foot trails
leading directly to the river, fishing platforms and overlooks,
e. Unpaved foot trails and paths, or
f. Activities to restore and enhance stream bank stability, vegetation, water quality and/or
aquatic habitat, so long as native vegetation and bioengineering techniques are used.
2. Public sewer line easements paralleling the creek, except that all easements (permanent and
construction) and land disturbance should be at least twenty-five (25) feet from the top of the
bank. This includes such impervious cover as is necessary for the operation and maintenance
of the utility, including but not limited to manholes, vents and valve structures. This exemption
shall not be construed as allowing the construction of roads, bike paths or other transportation
routes in such easements, regardless of paving material, except for access for the uses
specifically cited in this section;
3. Land development activities within a right-of-way existing at the time the ordinance codified in
this chapter takes effect or approved under the terms of this chapter;
4. Within an easement of any utility existing at the time the ordinance codified in this chapter
takes effect or approved under the terms of this chapter, land disturbance activities and such
impervious cover as is necessary for the operation and maintenance of the utility, including but
not limited to manholes, vents and valve structures;
5. Emergency work necessary to preserve life or property. However, when emergency work is
performed under this section, the person performing it shall report such work to the Henry
County Planning Department Director on the next business day after commencement of the

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work. Within ten (10) days thereafter, the person shall apply for a permit and perform such
work within such time period as may be determined by the Henry County Planning Department
Director to be reasonably necessary to correct any impairment such emergency work may have
caused to the water conveyance capacity, stability or water quality of the protection area;
6. Forestry and silviculture activities on land that is zoned for forestry, silvicultural or agricultural
uses and are not incidental to other land development activity. If such activity results in land
disturbance in the buffer that would otherwise be prohibited, then no other land disturbing
activity other than normal forest management practices will be allowed on the entire property
for three (3) years after the end of the activities that intruded on the buffer.
After the effective date of the ordinance codified in this chapter, it shall apply to new
subdividing and platting activities.
Any land development activity within a buffer established hereunder or any impervious
cover within a setback established hereunder is prohibited unless a variance is granted pursuant
to Section 8.18.050(B) of this chapter.

1.4.5 Land Development Requirements.
A. Buffer and Setback Requirements. All land development activity subject to this article shall meet the
following requirements:
1. An undisturbed natural vegetative buffer shall be maintained for fifty feet (50′), measured
horizontally, on both banks (as applicable) of the stream as measured from the top of the stream
bank.
2. An additional setback shall be maintained for twenty-five feet (25′), measured horizontally,
beyond the undisturbed natural vegetative buffer, in which all impervious cover shall be
prohibited. Grading, filling and earthmoving shall be minimized within the setback.
3. No septic tanks or septic tank drain fields shall be permitted within the buffer or the setback.
B. Variance Procedures. Variances from the above buffer and setback requirements may be granted in
accordance with the following provisions:
1. Where a parcel was platted prior to the effective date of the ordinance codified in this chapter,
and its shape, topography or other existing physical condition prevents land development
consistent with this chapter, and the Henry County planning department Director finds and
determines that the requirements of this chapter prohibit the otherwise lawful use of the
property by the owner, the City Council of the City of Stockbridge may grant a variance from the
buffer and setback requirements hereunder, provided such variance require mitigation
measures to offset the effects of any proposed land development on the parcel.
2. Except as provided above, the City Council of the City of Stockbridge shall grant no variance from
any provision of this chapter without first conducting a public hearing on the application for

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variance and authorizing the granting of the variance by an affirmative vote of the City City
Council. The City of Stockbridge shall give public notice of each such public hearing in a
newspaper of general circulation within the City of Stockbridge.
3. Variances will be considered only in the following cases:
a. When a property's shape, topography or other physical conditions existing at the time
of the adoption of the ordinance codified in this chapter prevent land development unless
a buffer variance is granted;
b. Unusual circumstances when strict adherence to the minimal buffer requirements in
this chapter would create an extreme hardship; Variances will not be considered when,
following adoption of the ordinance codified in this chapter, actions of any property
owner of a given property have created conditions of a hardship on that property.
4. At a minimum, a variance request shall include the following information:
a. A site map that includes locations of all streams, wetlands, floodplain boundaries and
other natural features, as determined by field survey;
b. A description of the shape, size, topography, slope, soils, vegetation and other physical
characteristics of the property;
c. A detailed site plan that shows the locations of all existing and proposed structures and
other impervious cover, the limits of all existing and proposed land disturbance, both
inside and outside the buffer and setback. The exact area of the buffer to be affected shall
be accurately and clearly indicated;
d. Documentation of unusual hardship should the buffer be maintained;
e. At least one (1) alternative plan, which does not include a buffer or setback intrusion,
or an explanation of why such a site plan is not possible;
f. A calculation of the total area and length of the proposed intrusion;
g. A stormwater management site plan, if applicable; and
h. Proposed mitigation, if any, for the intrusion. If no mitigation is proposed, the request
must include an explanation of why none is being proposed.
i. The following factors will be considered in determining whether to issue a variance:
i. The shape, size, topography, slope, soils, vegetation and other physical
characteristics of the property;
ii. The locations of all streams on the property, including along property boundaries;
iii. The location and extent of the proposed buffer or setback intrusion;

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iv. Whether alternative designs are possible which require less intrusion or no
intrusion;
v. The long-term and construction water-quality impacts of the proposed variance;
and
vi. Whether issuance of the variance is at least as protective of natural resources and
the environment.

1.4.6 Compatibility with Other Buffer Regulations and Requirements.
This chapter is not intended to interfere with, abrogate or annul any other ordinance, rule or regulation,
statute or other provision of law. The requirements of this chapter should be considered minimum
requirements, and where any provision of this chapter imposes restrictions different from those imposed
by any other ordinance, rule, regulation or other provision of law, whichever provisions are more
restrictive or impose higher protective standards for human health or the environment shall be
considered to take precedence.

1.4.7 Additional Information Requirements for Development on Buffer Zone Properties.
Any permit applications for property requiring buffers and setbacks hereunder must include the following:
1. A site plan showing:
a. The location of all streams on the property,
b. Limits of required stream buffers and setbacks on the property,
c. Buffer zone topography with contour lines at no greater than five (5) foot contour intervals,
d. Delineation of forested and open areas in the buffer zone, and,
e. Detailed plans of all proposed land development in the buffer and of all proposed impervious
cover within the setback;
2. A description of all proposed land development within the buffer and setback; and,
3. Any other documentation that the Henry County Planning Department Director may reasonably
deem necessary for review of the application and to insure that the buffer zone ordinance is
addressed in the approval process.
All buffer and setback areas must be recorded on the final plat of the property following plan approval.
1.4.8 Responsibility.
Neither the issuance of a development permit nor compliance with the conditions thereof, nor with the
provisions of this chapter shall relieve any person from any responsibility otherwise imposed by law for
damage to persons or property; nor shall the issuance of any permit hereunder serve to impose any

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liability upon the City of Stockbridge, its officers or employees, for injury or damage to persons or
property.

1.4.9 Inspection.
A. The City of Stockbridge may cause inspections of the work in the buffer or setback to be made
periodically during the course thereof and shall make a final inspection following completion of the
work. The permittee shall assist the City in making such inspections. The City of Stockbridge shall
have the authority to conduct such investigations as it may reasonably deem necessary to carry out
its duties as prescribed in this chapter, and for this purpose to enter at reasonable time upon any
property, public or private, for the purpose of investigating and inspecting the sites of any land
development activities within the protection area.
B. No person shall refuse entry or access to any authorized representative or agent who requests entry
for purposes of inspection, and who presents appropriate credentials, nor shall any person obstruct,
hamper or interfere with any such representative while in the process of carrying out official duties.
1.4.10 Violations, Enforcement and Penalties.
Any action or inaction which violates the provisions of this chapter or the requirements of an approved
site plan or permit may be subject to the enforcement actions outlined in this section. Any such action or
inaction which is continuous with respect to time is deemed to be a public nuisance and may be abated
by injunctive or other equitable relief. The imposition of any of the penalties described below shall not
prevent such equitable relief.
A. Notice of Violation.
If the Director determines that an applicant or other responsible person has failed to comply
with the terms and conditions of a permit, an approved site plan or the provisions of this chapter, it
shall issue a written notice of violation to such applicant or other responsible person. Where a person
is engaged in activity covered by this chapter without having first secured the appropriate permit
therefor, the notice of violation shall be served on the owner or the responsible person in charge of
the activity being conducted on the site.
1. The notice of violation shall contain:
a. The name and address of the owner or the applicant or the responsible person,
b. The address or other description of the site upon which the violation is occurring,
c. A statement specifying the nature of the violation,
d. A description of the remedial measures necessary to bring the action or inaction into
compliance with the permit, the approved site plan or this chapter and the date for the
completion of such remedial action,

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e. A statement of the penalty or penalties that may be assessed against the person to whom
the notice of violation is directed, and,
f. A statement that the determination of violation may be appealed to the Henry County
Planning Department Director by filing a written notice of appeal within thirty (30) days
after the notice of violation (except that in the event the violation constitutes an
immediate danger to public health or public safety, twenty-four (24) hours notice shall be
sufficient).
B. Penalties.
In the event the remedial measures described in the notice of violation have not been completed by
the date set forth for such completion in the notice of violation, any one (1) or more of the following
actions or penalties may be taken or assessed against the person to whom the notice of violation was
directed. Before taking any of the following actions or imposing any of the following penalties, the
Henry County Planning Department Director shall first notify the applicant or other responsible
person in writing of its intended action, and shall provide a reasonable opportunity, of not less than
ten (10) days (except that in the event the violation constitutes an immediate danger to public health
or public safety, twenty-four (24) hours notice shall be sufficient) to cure such violation. In the event
the applicant or other responsible person fails to cure such violation after such notice and cure
period, the Henry County Planning Department Director may take any one (1) or more of the
following actions or impose any one (1) or more of the following penalties:
1. Stop Work Order. The Henry County Planning Department Director may issue a stop work order
which shall be served on the applicant or other responsible person. The stop work order shall
remain in effect until the applicant or other responsible person has taken the remedial
measures set forth in the notice of violation or has otherwise cured the violation or violations
described therein, provided the stop work order may be withdrawn or modified to enable the
applicant or other responsible person to take necessary remedial measures to cure such
violation or violations.
2. Withhold Certificate of Occupancy. The Henry County Planning Department Director may refuse
to issue a certificate of occupancy for the building or other improvements constructed or being
constructed on the site until the applicant or other responsible person has taken the remedial
measures set forth in the notice of violation or has otherwise cured the violations described
therein.
3. Suspension, Revocation or Modification of Permit. The Henry County Planning Department
Director may suspend, revoke or modify the permit authorizing the land development project.
A suspended, revoked or modified permit may be reinstated after the applicant or other
responsible person has taken the remedial measures set forth in the notice of violation or has
otherwise cured the violations described therein, provided such permit may be reinstated
(upon such conditions as the Henry County Planning Department Director may deem

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necessary) to enable the applicant or other responsible person to take the necessary remedial
measures to cure such violations.
4. Civil Penalties. In the event the applicant or other responsible person fails to take the remedial
measures set forth in the notice of violation or otherwise fails to cure the violations described
therein within ten (10) days (or such greater period as the Henry County Planning Department
Director shall deem appropriate) (except that in the event the violation constitutes an
immediate danger to public health or public safety, twenty-four (24) hours notice shall be
sufficient) after the Henry County Planning Department Director has taken one (1) or more of
the actions described above, the Henry County Planning Department Director may impose a
penalty not to exceed one thousand dollars ($1,000.00) (depending on the severity of the
violation) for each day the violation remains unremedied after receipt of the notice of violation.
5. Criminal Penalties. Any person violating the terms of this chapter shall be punished in municipal
court as provided for in this code. Each day the violation continues shall be considered a
separate offense.

1.4.11 Administrative Appeal and Judicial Review.
A. Administrative Appeal.
Any person aggrieved by a decision or order of the Director, may appeal in writing within ten (10) days
after the issuance of such decision or order to the City Council of City of Stockbridge and shall be entitled
to a hearing before the City Council of City of Stockbridge within forty-five (45) days of receipt of the
written appeal.
B. Judicial Review.
Any person aggrieved by a decision or order of the Director, after exhausting all administrative remedies,
shall have the right to appeal de novo to the Stockbridge municipal court.

1.4.12 Severability.
If any article, section, subsection, paragraph, clause, phrase or provision of this ordinance shall be
adjudged invalid or held unconstitutional, such decision shall not affect or invalidate the remaining
portions of this ordinance.

1.5 Soil Erosion, Sedimentation, and Pollution Control.

1.5.1 Title and Definitions.
A. This section will be known as "Stockbridge Soil Erosion, Sedimentation and Pollution Control
Ordinance."
B. The following definitions shall apply in the interpretation and enforcement of this chapter, unless
otherwise specifically stated:

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"Best management practices (BMPs)" include sound conservation and engineering practices to
prevent and minimize erosion and resultant sedimentation, which are consistent with, and no less
stringent than, those practices contained in the 'Manual for Erosion and Sediment Control in Georgia'
published by the commission as of January 1 of the year in which the land-disturbing activity was
permitted.
"Board" means the Board of Natural Resources.
"Buffer" means the area of land immediately adjacent to the banks of state waters in its natural state
of vegetation, which facilitates the protection of water quality and aquatic habitat.
"Certified personnel" means a person who has successfully completed the appropriate certification
course approved by the Georgia Soil and Water Conservation Commission.
"Coastal marshlands" shall have the same meaning as in O.C.G.A. § 12-5-282.
"Commission" means the Georgia Soil and Water Conservation Commission (GSWCC).
"CPESC" means a certified professional in erosion and sediment control with current certification by
EnviroCert, Inc., which is also referred to as CPESC or CPESC, Inc.
"Cut" means a portion of land surface or area from which earth has been removed or will be removed
by excavation; the depth below original ground surface to the excavated surface. Also known as
excavation.
"Department" means the Georgia Department of Natural Resources (DNR).
"Design professional" means a professional licensed by the state in the field of: engineering,
architecture, landscape architecture, forestry, geology, or land surveying; or a person that is a certified
professional in erosion and sediment control (CPESC) with a current certification by EnviroCert, Inc. Design
professionals shall practice in a manner that complies with applicable state law governing professional
licensure.
"Director" means the Director of the environmental protection division or an authorized
representative.
"District" means the Region IV Soil and Water Conservation District.
"Division" means the Environmental Protection Division (EPD) of the Department of Natural
Resources.
"Drainage structure" means a device composed of a virtually non-erodible material such as concrete,
steel, plastic or other such material that conveys water from one place to another by intercepting the flow
and carrying it to a release point for storm water management, drainage control, or flood control
purposes.
"Erosion" means the process by which land surface is worn away by the action of wind, water, ice or
gravity.

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"Erosion, sedimentation and pollution control plan" means a plan required by the Erosion and
Sedimentation Act, O.C.G.A. Chapter 12-7, that includes, as a minimum protection at least as stringent as
the state general permit, best management practices, and requirements in Section 8.20.030.C of this
chapter.
"Fill" means a portion of land surface to which soil or other solid material has been added; the depth
above the original ground surface or an excavation.
"Final stabilization" means all soil disturbing activities at the site have been completed, and that for
unpaved areas and areas not covered by permanent structures and areas located outside the waste
disposal limits of a landfill cell that has been certified by EPD for waste disposal, one hundred (100)
percent of the soil surface is uniformly covered in permanent vegetation with a density of seventy (70)
percent or greater, or landscaped according to the plan (uniformly covered with landscaping materials in
planned landscape areas), or equivalent permanent stabilization measures as defined in the manual
(excluding a crop of annual vegetation and seeding of target crop perennials appropriate for the region).
Final stabilization applies to each phase of construction.
"Finished grade" means the final elevation and contour of the ground after cutting or filling and
conforming to the proposed design.
"Grading" means altering the shape of ground surfaces to a predetermined condition; this includes
stripping, cutting, filling, stockpiling and shaping or any combination thereof and shall include the land in
its cut or filled condition.
"Ground elevation" means the original elevation of the ground surface prior to cutting or filling.
"Land-disturbing activity" means any activity which may result in soil erosion from water or wind and
the movement of sediments into state waters or onto lands within the state, including, but not limited to,
clearing, dredging, grading, excavating, transporting, and filling of land but not including agricultural
practices as described in Section III, Paragraph 5.
"Larger common plan of development or sale" means a contiguous area where multiple separate and
distinct construction activities are occurring under one (1) plan of development or sale. For the purposes
of this paragraph, "plan" means an announcement; piece of documentation such as a sign, public notice
or hearing, sales pitch, advertisement, drawing, permit application, zoning request, or computer design;
or physical demarcation such as boundary signs, lot stakes, or surveyor markings, indicating that
construction activities may occur on a specific plot.
"Local issuing authority" means the governing authority of any county or municipality which is
certified pursuant to subsection (a) of O.C.G.A. § 12-7-8.
"Metropolitan River Protection Act (MRPA)" means a state law referenced as O.C.G.A. § 12-5-440 et.
seq. which addresses environmental and developmental matters in certain metropolitan river corridors
and their drainage basins.

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"Natural ground surface" means the ground surface in its original state before any grading,
excavation or filling.
"Nephelometric turbidity units (NTU)" means numerical units of measure based upon photometric
analytical techniques for measuring the light scattered by finely divided particles of a substance in
suspension. This technique is used to estimate the extent of turbidity in water in which colloidally
dispersed or suspended particles are present.
"NOI" means a notice of intent form provided by EPD for coverage under the state general permit.
"NOT" means a notice of termination form provided by EPD to terminate coverage under the state
general permit.
"Operator" means the party or parties that have: (a) operational control of construction project plans
and specifications, including the ability to make modifications to those plans and specifications; or (b) day-
to-day operational control of those activities that are necessary to ensure compliance with an erosion,
sedimentation and pollution control plan for the site or other permit conditions, such as a person
authorized to direct workers at a site to carry out activities required by the erosion, sedimentation and
pollution control plan or to comply with other permit conditions.
"Outfall" means the location where storm water in a discernible, confined and discrete conveyance,
leaves a facility or site or, if there is a receiving water on site, becomes a point source discharging into
that receiving water.
"Permit" means the authorization necessary to conduct a land-disturbing activity under the
provisions of this chapter.
"Person" means any individual, partnership, firm, association, joint venture, public or private
corporation, trust, estate, commission, board, public or private institution, utility, cooperative, state
agency, municipality or other political subdivision of the state, any interstate body or any other legal
entity.
"Phase" or "phased" means sub-parts or segments of construction projects where the sub-part or
segment is constructed and stabilized prior to completing construction activities on the entire
construction site.
"Project" means the entire proposed development project regardless of the size of the area of land
to be disturbed.
"Properly designed" means designed in accordance with the design requirements and specifications
contained in the "Manual for Erosion and Sediment Control in Georgia" (manual) published by the Georgia
Soil and Water Conservation Commission as of January 1 of the year in which the land-disturbing activity
was permitted and amendments to the manual as approved by the commission up until the date of NOI
submittal.
"Roadway drainage structure" means a device such as a bridge, culvert, or ditch, composed of a
virtually non-erodible material such as concrete, steel, plastic, or other such material that conveys water
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under a roadway by intercepting the flow on one (1) side of a traveled roadway consisting of one (1) or
more defined lanes, with or without shoulder areas, and carrying water to a release point on the other
side.
"Sediment" means solid material, both organic and inorganic, that is in suspension, is being
transported, or has been moved from its site of origin by wind, water, ice, or gravity as a product of
erosion.
"Sedimentation" means the process by which eroded material is transported and deposited by the
action of water, wind, ice or gravity.
"Soil and water conservation district approved plan" means an erosion, sedimentation and pollution
control plan approved in writing by the Region IV Soil and Water Conservation District.
"Stabilization" means the process of establishing an enduring soil cover of vegetation by the
installation of temporary or permanent structures for the purpose of reducing to a minimum the erosion
process and the resultant transport of sediment by wind, water, ice or gravity.
"State general permit" means the National Pollution Discharge Elimination System (NPDES) general
permit or permits for storm water runoff from construction activities as is now in effect or as may be
amended or reissued in the future pursuant to the state's authority to implement the same through
federal delegation under the Federal Water Pollution Control Act, as amended, 33 U.S.C. Section 1251, et
seq., and subsection (f) of O.C.G.A. § 12-5-30.
"State waters" means any and all rivers, streams, creeks, branches, lakes, reservoirs, ponds, drainage
systems, springs, wells, and other bodies of surface or subsurface water, natural or artificial, lying within
or forming a part of the boundaries of the state which are not entirely confined and retained completely
upon the property of a single individual, partnership, or corporation.
"Structural erosion, sedimentation and pollution control practices" means practices for the
stabilization of erodible or sediment-producing areas by utilizing the mechanical properties of matter for
the purpose of either changing the surface of the land or storing, regulating or disposing of runoff to
prevent excessive sediment loss. Examples of structural erosion and sediment control practices are riprap,
sediment basins, dikes, level spreaders, waterways or outlets, diversions, grade stabilization structures
and sediment traps, etc. Such practices can be found in the publication "Manual for Erosion and Sediment
Control in Georgia."
"Trout streams" means all streams or portions of streams within the watershed as designated by the
Wildlife Resources Division of the Georgia Department of Natural Resources under the provisions of the
Georgia Water Quality Control Act, O.C.G.A. § 12-5-20, in the rules and regulations for Water Quality
Control, Chapter 391-3-6 at www.epd.georgia.gov . Streams designated as primary trout waters are
defined as water supporting a self-sustaining population of rainbow, brown or brook trout. Streams
designated as secondary trout waters are those in which there is no evidence of natural trout
reproduction, but are capable of supporting trout throughout the year. First order trout waters are
streams into which no other streams flow except springs.
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"Vegetative erosion and sedimentation control measures" means measures for the stabilization of
erodible or sediment-producing areas by covering the soil with:
a. Permanent seeding, sprigging or planting, producing long-term vegetative cover; or
b. Temporary seeding, producing short-term vegetative cover; or
c. Sodding, covering areas with a turf of perennial sod-forming grass.
Such measures can be found in the publication "Manual for Erosion and Sediment Control in Georgia."

"Watercourse" means any natural or artificial watercourse, stream, river, creek, channel, ditch, canal,
conduit, culvert, drain, waterway, gully, ravine, or wash in which water flows either continuously or
intermittently and which has a definite channel, bed and banks, and including any area adjacent thereto
subject to inundation by reason of overflow or floodwater.
"Wetlands" means those areas that are inundated or saturated by surface or ground water at a
frequency and duration sufficient to support, and that under normal circumstances do support a
prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include
swamps, marshes, bogs, and similar areas.

1.5.2 Exemptions.
This chapter shall apply to any land-disturbing activity undertaken by any person on any land except for
the following:
1. Surface mining, as the same is defined in O.C.G.A. § 12-4-72, "The Georgia Surface Mining Act of
1968";
2. Granite quarrying and land clearing for such quarrying;
3. Such minor land-disturbing activities as home gardens and individual home landscaping, repairs,
maintenance work, fences, and other related activities which result in minor soil erosion;
4. The construction of single-family residences, when such construction disturbs less than one (1)
acre and is not a part of a larger common plan of development or sale with a planned
disturbance of equal to or greater than one (1) acre and not otherwise exempted under this
paragraph; provided, however, that construction of any such residence shall conform to the
minimum requirements as set forth in O.C.G.A. § 12-7-6 and this paragraph. For single-family
residence construction covered by the provisions of this paragraph, there shall be a buffer zone
between the residence and any state waters classified as trout streams pursuant to Article 2 of
Chapter 5 of the Georgia Water Quality Control Act. In any such buffer zone, no land-disturbing
activity shall be constructed between the residence and the point where vegetation has been
wrested by normal stream flow or wave action from the banks of the trout waters. For primary
trout waters, the buffer zone shall be at least fifty (50) horizontal feet, and no variance to a
smaller buffer shall be granted. For secondary trout waters, the buffer zone shall be at least fifty
(50) horizontal feet, but the Director may grant variances to no less than twenty-five (25) feet.
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Regardless of whether a trout stream is primary or secondary, for first order trout waters, which
are streams into which no other streams flow except for springs, the buffer shall be at least
twenty-five (25) horizontal feet, and no variance to a smaller buffer shall be granted. The
minimum requirements of subsection (b) of O.C.G.A. § 12-7-6 and the buffer zones provided by
this paragraph shall be enforced by the local issuing authority;
5. Agricultural operations as defined in O.C.G.A. § 1-3-3, "definitions", to include raising, harvesting
or storing of products of the field or orchard; feeding, breeding or managing livestock or poultry;
producing or storing feed for use in the production of livestock, including but not limited to
cattle, calves, swine, hogs, goats, sheep, and rabbits or for use in the production of poultry,
including but not limited to chickens, hens and turkeys; producing plants, trees, fowl, or animals;
the production of aqua culture, horticultural, dairy, livestock, poultry, eggs and apiarian
products; farm buildings and farm ponds;
6. Forestry land management practices, including harvesting; provided, however, that when such
exempt forestry practices cause or result in land-disturbing or other activities otherwise
prohibited in a buffer, as established in paragraphs 15 and 16 of Section 8.20.030C., no other
land-disturbing activities, except for normal forest management practices, shall be allowed on
the entire property upon which the forestry practices were conducted for a period of three (3)
years after completion of such forestry practices;
7. Any project carried out under the technical supervision of the Natural Resources Conservation
Service (NRCS) of the United States Department of Agriculture;
8. Any non-commercial project involving less than one (1) acre of disturbed area; provided,
however, that this exemption shall not apply to any land-disturbing activity within a larger
common plan of development or sale with a planned disturbance of equal to or greater than
one (1) acre or within two hundred (200) feet of the bank of any state waters, and for purposes
of this paragraph, "state waters" excludes channels and drainage ways which have water in
them only during and immediately after rainfall events and intermittent streams which do not
have water in them year-round; provided, however, that any person responsible for a project
which involves less than one (1) acre, which involves land-disturbing activity, and which is within
two hundred (200) feet of any such excluded channel or drainage way, must prevent sediment
from moving beyond the boundaries of the property on which such project is located and
provided, further, that nothing contained herein shall prevent the local issuing authority from
regulating any such project which is not specifically exempted by paragraphs 1, 2, 3, 4, 5, 6, 7, 9
or 10 of this section. Commercial projects of 5,000 square feet or greater of disturbed area are
not exempt from any provision of this chapter; provided, however, that the City of Stockbridge
may specifically exempt commercial projects of less than one acre from soil erosion plan
requirements in cases where minimal land disturbance is to occur.);
9. Construction or maintenance projects, or both, undertaken or financed in whole or in part, or
both, by the Department of Transportation, the Georgia Highway Authority, or the State Road
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and Tollway Authority; or any road construction or maintenance project, or both, undertaken
by any county or municipality; provided, however, that construction or maintenance projects of
the Department of Transportation or the State Road and Tollway Authority which disturb one
(1) or more contiguous acres of land shall be subject to provisions of O.C.G.A. § 12-7-7.1; except
where the Department of Transportation, the Georgia Highway Authority, or the State Road and
Tollway Authority is a secondary permittee for a project located within a larger common plan of
development or sale under the state general permit, in which case a copy of a notice of intent
under the state general permit shall be submitted to the local issuing authority, the local issuing
authority shall enforce compliance with the minimum requirements set forth in O.C.G.A. § 12-
7-6 as if a permit had been issued, and violations shall be subject to the same penalties as
violations by permit holders;
10. Any land-disturbing activities conducted by any electric membership corporation or municipal
electrical system or any public utility under the regulatory jurisdiction of the Public Service
Commission, any utility under the regulatory jurisdiction of the Federal Energy Regulatory
Commission, any cable television system as defined in O.C.G.A. § 36-18-1, or any agency or
instrumentality of the United States engaged in the generation, transmission, or distribution of
power; except where an electric membership corporation or municipal electrical system or any
public utility under the regulatory jurisdiction of the Public Service Commission, any utility under
the regulatory jurisdiction of the Federal Energy Regulatory Commission, any cable television
system as defined in O.C.G.A. § 36-18-1, or any agency or instrumentality of the United States
engaged in the generation, transmission, or distribution of power is a secondary permittee for
a project located within a larger common plan of development or sale under the state general
permit, in which case the local issuing authority shall enforce compliance with the minimum
requirements set forth in O.C.G.A. § 12-7-6 as if a permit had been issued, and violations shall
be subject to the same penalties as violations by permit holders; and
11. Any public water system reservoir.

1.5.3 Minimum Requirements for Erosion, Sedimentation and Pollution Control Using Best
Management Practices.
A. General Provisions. Excessive soil erosion and resulting sedimentation can take place during land-
disturbing activities if requirements of this chapter and the NPDES general permit are not met.
Therefore, plans for those land-disturbing activities which are not exempted by this chapter shall
contain provisions for application of soil erosion, sedimentation and pollution control measures and
practices. The provisions shall be incorporated into the erosion, sedimentation and pollution control
plans. Soil erosion, sedimentation and pollution control measures and practices shall conform to the
minimum requirements of subsections B and C. The application of measures and practices shall apply
to all features of the site, including street and utility installations, drainage facilities and other
temporary and permanent improvements. Measures shall be installed to prevent or control erosion,

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sedimentation and pollution during all stages of any land-disturbing activity in accordance with
requirements of this chapter and the NPDES general permit.
B. Minimum Requirements/BMPs.
1. Best management practices as set forth in subsections B and C shall be required for all land-
disturbing activities. Proper design, installation, and maintenance of best management practices
shall constitute a complete defense to any action by the Director or to any other allegation of
noncompliance with paragraph 2 of this subsection or any substantially similar terms contained
in a permit for the discharge of storm water issued pursuant to subsection (f) of O.C.G.A. § 12-
5-30, the "Georgia Water Quality Control Act". As used in this subsection the terms "proper
design" and "properly designed" mean designed in accordance with the hydraulic design
specifications contained in the "Manual for Erosion and Sediment Control in Georgia" specified
in subsection (b) of O.C.G.A. § 12-7-6.
2. A discharge of storm water runoff from disturbed areas where best management practices have
not been properly designed, installed, and maintained shall constitute a separate violation of
any land-disturbing permit issued by a local issuing authority or of any state general permit
issued by the division pursuant to subsection (f) of O.C.G.A. § 12-5-30, the "Georgia Water
Quality Control Act", for each day on which such discharge results in the turbidity of receiving
waters being increased by more than twenty-five (25) nephelometric turbidity units for waters
supporting warm water fisheries or by more than ten (10) nephelometric turbidity units for
waters classified as trout waters. The turbidity of the receiving waters shall be measured in
accordance with guidelines to be issued by the Director. This paragraph shall not apply to any
land disturbance associated with the construction of single family homes which are not part of
a larger common plan of development or sale unless the planned disturbance for such
construction is equal to or greater than five (5) acres.
3. Failure to properly design, install, or maintain best management practices shall constitute a
violation of any land-disturbing permit issued by a local issuing authority or of any state general
permit issued by the division pursuant to subsection (f) of O.C.G.A. § 12-5-30, the "Georgia
Water Quality Control Act", for each day on which such failure occurs.
4. The Director may require, in accordance with regulations adopted by the board, reasonable and
prudent monitoring of the turbidity level of receiving waters into which discharges from land
disturbing activities occur.
5. The LIA may set more stringent buffer requirements than stated in subsections C.15, 16 and 17,
in light of subsection (c) of O.C.G.A. § 12-7-6.
6. Additional erosion and sediment control measures will be installed if deemed necessary by the
local issuing authority after an on-site inspection.)
C. The rules and regulations, ordinances, or resolutions adopted pursuant to O.C.G.A. § 12-7-1 et. seq.
for the purpose of governing land-disturbing activities shall require, as a minimum, protections at
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least as stringent as the state general permit; and best management practices, including sound
conservation and engineering practices to prevent and minimize erosion and resultant
sedimentation, which are consistent with, and no less stringent than, those practices contained in
the "Manual for Erosion and Sediment Control in Georgia" published by the Georgia Soil and Water
Conservation Commission as of January 1 of the year in which the land-disturbing activity was
permitted, as well as the following:

1. A construction exit designed in accordance with the Manual for Erosion and Sediment Control
in Georgia must be the first element developed on a construction site. The construction exit
must be maintained in such a way as to prevent any mud from being tracked onto public roads);
2. Stripping of vegetation, regrading and other development activities shall be conducted in a
manner so as to minimize erosion;
3. Cut-fill operations must be kept to a minimum;
4. Development plans must conform to topography and soil type so as to create the lowest
practicable erosion potential;
5. Whenever feasible, natural vegetation shall be retained, protected and supplemented;
6. The disturbed area and the duration of exposure to erosive elements shall be kept to a
practicable minimum;
7. Disturbed soil shall be stabilized as quickly as practicable;
8. Temporary vegetation or mulching shall be employed to protect exposed critical areas during
development;
9. Permanent vegetation and structural erosion control practices shall be installed as soon as
practicable;
10. To the extent necessary, sediment in run-off water must be trapped by the use of debris basins,
sediment basins, silt traps, or similar measures until the disturbed area is stabilized. As used in
this paragraph, a disturbed area is stabilized when it is brought to a condition of continuous
compliance with the requirements of O.C.G.A. § 12-7-1 et. seq.;
11. Adequate provisions must be provided to minimize damage from surface water to the cut face
of excavations or the sloping of fills;
12. Cuts and fills may not endanger adjoining property;
13. Fills may not encroach upon natural watercourses or constructed channels in a manner so as
to adversely affect other property owners;
14. Grading equipment must cross flowing streams by means of bridges or culverts except when
such methods are not feasible, provided, in any case, that such crossings are kept to a minimum;

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15. Land-disturbing activity plans for erosion, sedimentation and pollution control shall include
provisions for treatment or control of any source of sediments and adequate sedimentation
control facilities to retain sediments on-site or preclude sedimentation of adjacent waters
beyond the levels specified in subsection 8.20.030B.2;
16. Except as provided in paragraphs 17 and 18 of this subsection, there is established a twenty-
five-foot buffer along the banks of all state waters, as measured horizontally from the point
where vegetation has been wrested by normal stream flow or wave action, except where the
Director determines to allow a variance that is at least as protective of natural resources and
the environment, where otherwise allowed by the Director pursuant to O.C.G.A. § 12-2-8, where
a drainage structure or a roadway drainage structure must be constructed, provided that
adequate erosion control measures are incorporated in the project plans and specifications, and
are implemented; or where bulkheads and sea walls are installed to prevent shoreline erosion
on Lake Oconee and Lake Sinclair; or along any ephemeral stream. As used in this provision, the
term "ephemeral stream" means a stream: that under normal circumstances has water flowing
only during and for a short duration after precipitation events; that has the channel located
above the ground-water table year round; for which ground water is not a source of water; and
for which runoff from precipitation is the primary source of water flow. Unless exempted as
along an ephemeral stream, the buffers of at least twenty-five (25) feet established pursuant to
Part 6 of Article 5, Chapter 5 of Title 12, the "Georgia Water Quality Control Act", shall remain
in force unless a variance is granted by the Director as provided in this paragraph. The following
requirements shall apply to any such buffer:
a. No land-disturbing activities shall be conducted within a buffer and a buffer shall remain in
its natural, undisturbed state of vegetation until all land-disturbing activities on the
construction site are completed. Once the final stabilization of the site is achieved, a buffer
may be thinned or trimmed of vegetation as long as a protective vegetative cover remains
to protect water quality and aquatic habitat and a natural canopy is left in sufficient
quantity to keep shade on the stream bed; provided, however, that any person constructing
a single-family residence, when such residence is constructed by or under contract with the
owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as
long as protective vegetative cover remains to protect water quality and aquatic habitat
and a natural canopy is left in sufficient quantity to keep shade on the stream bed; and
b. The buffer shall not apply to the following land-disturbing activities, provided that they
occur at an angle, as measured from the point of crossing, within twenty-five (25) degrees
of perpendicular to the stream; cause a width of disturbance of not more than fifty (50)
feet within the buffer; and adequate erosion control measures are incorporated into the
project plans and specifications and are implemented: (i) stream crossings for water lines;
or (ii) stream crossings for sewer lines; and

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17. There is established a fifty (50) feet buffer as measured horizontally from the point where
vegetation has been wrested by normal stream flow or wave action, along the banks of any state
waters classified as "trout streams" pursuant to Article 2 of Chapter 5 of Title 12, the "Georgia
Water Quality Control Act", except where a roadway drainage structure must be constructed;
provided, however, that small springs and streams classified as trout streams which discharge
an average annual flow of twenty-five (25) gallons per minute or less shall have a twenty-five-
foot buffer or they may be piped, at the discretion of the landowner, pursuant to the terms of a
rule providing for a general variance promulgated by the board, so long as any such pipe stops
short of the downstream landowner's property and the landowner complies with the buffer
requirement for any adjacent trout streams. The Director may grant a variance from such buffer
to allow land-disturbing activity, provided that adequate erosion control measures are
incorporated in the project plans and specifications and are implemented. The following
requirements shall apply to such buffer:
a. No land-disturbing activities shall be conducted within a buffer and a buffer shall remain in
its natural, undisturbed, state of vegetation until all land-disturbing activities on the
construction site are completed. Once the final stabilization of the site is achieved, a buffer
may be thinned or trimmed of vegetation as long as a protective vegetative cover remains
to protect water quality and aquatic habitat and a natural canopy is left in sufficient
quantity to keep shade on the stream bed: provided, however, that any person constructing
a single-family residence, when such residence is constructed by or under contract with the
owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as
long as protective vegetative cover remains to protect water quality and aquatic habitat
and a natural canopy is left in sufficient quantity to keep shade on the stream bed; and
b. The buffer shall not apply to the following land-disturbing activities, provided that they
occur at an angle, as measured from the point of crossing, within twenty-five (25) degrees
of perpendicular to the stream; cause a width of disturbance of not more than fifty (50)
feet within the buffer; and adequate erosion control measures are incorporated into the
project plans and specifications and are implemented: (i) stream crossings for water lines;
or (ii) stream crossings for sewer lines; and
18. There is established a twenty-five-foot buffer along coastal marshlands, as measured
horizontally from the coastal marshland-upland interface, as determined in accordance with
Chapter 5 of Title 12 of this title, the "Coastal Marshlands Protection Act of 1970," and the rules
and regulations promulgated thereunder, except where the Director determines to allow a
variance that is at least as protective of natural resources and the environment, where
otherwise allowed by the Director pursuant to O.C.G.A. § 12-2-8, where an alteration within the
buffer area has been authorized pursuant to O.C.G.A. § 12-5-286, for maintenance of any
currently serviceable structure, landscaping, or hardscaping, including bridges, roads, parking
lots, golf courses, golf cart paths, retaining walls, bulkheads, and patios; provided, however, that
if such maintenance requires any land-disturbing activity, adequate erosion control measures
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are incorporated into the project plans and specifications and such measures are fully
implemented, where a drainage structure or roadway drainage structure is constructed or
maintained; provided, however, that if such maintenance requires any land-disturbing activity,
adequate erosion control measures are incorporated into the project plans and specifications
and such measures are fully implemented, on the landward side of any currently serviceable
shoreline stabilization structure, or for the maintenance of any manmade storm-water
detention basin, golf course pond, or impoundment that is located entirely within the property
of a single individual, partnership, or corporation; provided, however, that adequate erosion
control measures are incorporated into the project plans and specifications and such measures
are fully implemented. For the purposes of this paragraph maintenance shall be defined as
actions necessary or appropriate for retaining or restoring a currently serviceable improvement
to the specified operable condition to achieve its maximum useful life. Maintenance includes
emergency reconstruction of recently damaged parts of a currently serviceable structure so long
as it occurs within a reasonable period of time after damage occurs. Maintenance does not
include any modification that changes the character, scope or size of the original design and
serviceable shall be defined as usable in its current state or with minor maintenance but not so
degraded as to essentially require reconstruction.
a. No land-disturbing activities shall be conducted within a buffer and a buffer shall remain in
its natural, undisturbed, state of vegetation until all land-disturbing activities on the
construction site are completed. Once the final stabilization of the site is achieved, a buffer
may be thinned or trimmed of vegetation as long as a protective vegetative cover remains
to protect water quality and aquatic habitat; provided, however, that any person
constructing a single-family residence, when such residence is constructed by or under
contract with the owner for his or her own occupancy, may thin or trim vegetation in a
buffer at any time as long as protective vegetative cover remains to protect water quality
and aquatic habitat; and
b. The buffer shall not apply to crossings for utility lines that cause a width of disturbance of
not more than fifty (50) feet within the buffer, provided, however, that adequate erosion
control measures are incorporated into the project plans and specifications and such
measures are fully implemented.
c. The buffer shall not apply to any land-disturbing activity conducted pursuant to and in
compliance with a valid and effective land-disturbing permit issued subsequent to April 22,
2014, and prior to December 31, 2015; provided, however, that adequate erosion control
measures are incorporated into the project plans and specifications and such measures are
fully implemented or any lot for which the preliminary plat has been approved prior to
December 31, 2015 if roadways, bridges, or water and sewer lines have been extended to
such lot prior to the effective date of this Act and if the requirement to maintain a twenty-
five-foot buffer would consume at least eighteen (18) percent of the high ground of the
platted lot otherwise available for development; provided, however, that adequate erosion
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control measures are incorporated into the project plans and specifications and such
measures are fully implemented.
d. Activities where the area within the buffer is not more than five hundred (500) square feet
or that have a "minor buffer impact" as defined in EPD Rule 391-3-7-.01(r), provided that
the total area of buffer impacts is less than five thousand (5,000) square feet are deemed
to have an approved buffer variance by rule. Bank stabilization structures are not eligible
for coverage under the variance by rule and notification shall be made to the division at
least fourteen (14) days prior to the commencement of land-disturbing activities.
D. Nothing contained in O.C.G.A. § 12-7-1 et. seq. shall prevent any local issuing authority from adopting
rules and regulations, ordinances, or resolutions which contain stream buffer requirements that
exceed the minimum requirements in subsections B and C of this section.
E. The fact that land-disturbing activity for which a permit has been issued results in injury to the
property of another shall neither constitute proof of nor create a presumption of a violation of the
standards provided for in this chapter or the terms of the permit.

1.5.4 Application/Permit Process.
A. General. The property owner, developer and designated planners and engineers shall design and
review before submittal the general development plans. The local issuing authority shall review the
tract to be developed and the area surrounding it. They shall consult the zoning ordinance, storm
water management ordinance, subdivision ordinance, flood damage prevention ordinance, this
chapter, and any other ordinances, rules, regulations or permits, which regulate the development of
land within the jurisdictional boundaries of the local issuing authority. However, the owner and/or
operator are the only parties who may obtain a permit.
B. Application Requirements.
1. No person shall conduct any land-disturbing activity within the jurisdictional boundaries of the
City without first obtaining a permit from the City to perform such activity and providing a copy
of notice of intent submitted to EPD if applicable.
2. The application for a permit shall be submitted to the City and must include the applicant's
erosion, sedimentation and pollution control plan with supporting data, as necessary. Said plans
shall include, as a minimum, the data specified in subsection C of this section. Erosion,
sedimentation and pollution control plans, together with supporting data, must demonstrate
affirmatively that the land disturbing activity proposed will be carried out in such a manner that
the provisions of subsections 8.20.030.B and C of this chapter will be met. Applications for a
permit will not be accepted unless accompanied by five (5) copies of the applicant's erosion,
sedimentation and pollution control plans. All applications shall contain a certification stating
that the plan preparer or the designee thereof visited the site prior to creation of the plan in
accordance with EPD Rule 391-3-7-.10.

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3. In addition to the local permitting fees, fees will also be assessed pursuant to paragraph (5)
subsection (a) of O.C.G.A. § 12-5-23, provided that such fees shall not exceed eighty dollars
($80.00) per acre of land-disturbing activity, and these fees shall be calculated and paid by the
primary permittee as defined in the state general permit for each acre of land-disturbing activity
included in the planned development or each phase of development. All applicable fees shall be
paid prior to issuance of the land disturbance permit. In a jurisdiction that is certified pursuant
to subsection (a) of O.C.G.A. § 12-7-8 half of such fees levied shall be submitted to the division;
except that any and all fees due from an entity which is required to give notice pursuant to
paragraph (9) or (10) of O.C.G.A. § 12-7-17 shall be submitted in full to the division, regardless
of the existence of a local issuing authority in the jurisdiction.
4. Immediately upon receipt of an application and plan for a permit, the local issuing authority shall
refer the application and plan to the district for its review and approval or disapproval
concerning the adequacy of the erosion, sedimentation and pollution control plan. The district
shall approve or disapprove a plan within thirty-five (35) days of receipt. Failure of the district
to act within thirty-five (35) days shall be considered an approval of the pending plan. The results
of the district review shall be forwarded to the local issuing authority. No permit will be issued
unless the plan has been approved by the district, and any variances required by subsections
8.20.030.C.15, 16 and 17 have been obtained, all fees have been paid, and bonding, if required
as per subsection 8.20.040.B.6., have been obtained. Such review will not be required if the local
issuing authority and the district have entered into an agreement which allows the local issuing
authority to conduct such review and approval of the plan without referring the application and
plan to the district. The local issuing authority with plan review authority shall approve or
disapprove a revised plan submittal within thirty-five (35) days of receipt. Failure of the local
issuing authority with plan review authority to act within thirty-five (35) days shall be considered
an approval of the revised plan submittal.
5. If a permit applicant has had two (2) or more violations of previous permits, this section, or the
Erosion and Sedimentation Act, as amended, within three (3) years prior to the date of filing the
application under consideration, the local issuing authority may deny the permit application.
6. The local issuing authority may require the permit applicant to post a bond in the form of
government security, cash, irrevocable letter of credit, or any combination thereof up to, but
not exceeding, three thousand dollars ($3,000.00) per acre or fraction thereof of the proposed
land-disturbing activity, prior to issuing the permit. If the applicant does not comply with this
section or with the conditions of the permit after issuance, the local issuing authority may call
the bond or any part thereof to be forfeited and may use the proceeds to hire a contractor to
stabilize the site of the land-disturbing activity and bring it into compliance. These provisions
shall not apply unless there is in effect an ordinance or statute specifically providing for hearing
and judicial review of any determination or order of the local issuing authority with respect to
alleged permit violations.

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C. Plan Requirements.
1. Plans must be prepared to meet the minimum requirements as contained in subsections
8.20.030.B and C, or through the use of more stringent, alternate design criteria which conform
to sound conservation and engineering practices. The "Manual for Erosion and Sediment Control
in Georgia" is hereby incorporated by reference into this chapter. The plan for the land-
disturbing activity shall consider the interrelationship of the soil types, geological and
hydrological characteristics, topography, watershed, vegetation, proposed permanent
structures including roadways, constructed waterways, sediment control and storm water
management facilities, local ordinances and state laws. Maps, drawings and supportive
computations shall bear the signature and seal of the certified design professional. Persons
involved in land development design, review, permitting, construction, monitoring, or
inspections or any land disturbing activity shall meet the education and training certification
requirements, dependent on his or her level of involvement with the process, as developed by
the commission and in consultation with the division and the stakeholder advisory board
created pursuant to O.C.G.A. § 12-7-20.
2. Data required for site plan shall include all the information required from the appropriate
erosion, sedimentation and pollution control plan review checklist established by the
commission as of January 1 of the year in which the land-disturbing activity was permitted.
D. Permits.
1. Permits shall be issued or denied as soon as practicable but in any event not later than forty-five
(45) days after receipt by the local issuing authority of a completed application, providing
variances and bonding are obtained, where necessary and all applicable fees have been paid
prior to permit issuance. The permit shall include conditions under which the activity may be
undertaken.
2. No permit shall be issued by the local issuing authority unless the erosion, sedimentation and
pollution control plan has been approved by the district and the local issuing authority has
affirmatively determined that the plan is in compliance with this chapter, any variances required
by subsections 8.20.030.C.15, 16 and 17 are obtained, bonding requirements, if necessary, as
per subsection 8.20.040.B.6 are met and all ordinances and rules and regulations in effect within
the jurisdictional boundaries of the local issuing authority are met. If the permit is denied, the
reason for denial shall be furnished to the applicant.
3. Any land-disturbing activities by a local issuing authority shall be subject to the same
requirements of this chapter, and any other ordinances relating to land development, as are
applied to private persons and the division shall enforce such requirements upon the local
issuing authority.
4. If the tract is to be developed in phases, then a separate permit shall be required for each phase.

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5. The permit may be suspended, revoked, or modified by the local issuing authority, as to all or
any portion of the land affected by the plan, upon finding that the holder or his successor in the
title is not in compliance with the approved erosion and sedimentation control plan or that the
holder or his successor in title is in violation of this chapter. A holder of a permit shall notify any
successor in title to him as to all or any portion of the land affected by the approved plan of the
conditions contained in the permit.
6. The LIA may reject a permit application if the applicant has had two (2) or more violations of
previous permits or the Erosion and Sedimentation Act permit requirements within three (3)
years prior to the date of the application, in light of O.C.G.A. § 12-7-7(f)(1).

1.5.5 Inspection and Enforcement.
A. The City will periodically inspect the sites of land-disturbing activities for which permits have been
issued to determine if the activities are being conducted in accordance with the plan and if the
measures required in the plan are effective in controlling erosion and sedimentation. Also, the local
issuing authority shall regulate primary, secondary and tertiary permittees as such terms are defined
in the state general permit. Primary permittees shall be responsible for installation and maintenance
of best management practices where the primary permittee is conducting land-disturbing activities.
Secondary permittees shall be responsible for installation and maintenance of best management
practices where the secondary permittee is conducting land-disturbing activities. Tertiary permittees
shall be responsible for installation and maintenance where the tertiary permittee is conducting land-
disturbing activities. If, through inspection, it is deemed that a person engaged in land-disturbing
activities as defined herein has failed to comply with the approved plan, with permit conditions, or
with the provisions of this chapter, a written notice to comply shall be served upon that person. The
notice shall set forth the measures necessary to achieve compliance and shall state the time within
which such measures must be completed. If the person engaged in the land-disturbing activity fails
to comply within the time specified, he shall be deemed in violation of this chapter.
B. The local issuing authority must amend its ordinances to the extent appropriate within twelve (12)
months of any amendments to the Erosion and Sedimentation Act of 1975.
C. The City shall have the power to conduct such investigations as it may reasonably deem necessary to
carry out duties as prescribed in this chapter, and for this purpose to enter at reasonable times upon
any property, public or private, for the purpose of investigation and inspecting the sites of land-
disturbing activities.
D. No person shall refuse entry or access to any authorized representative or agent of the local issuing
authority, the commission, the district, or division who requests entry for the purposes of inspection,
and who presents appropriate credentials, nor shall any person obstruct, hamper or interfere with
any such representative while in the process of carrying out his official duties.
E. The district or the commission or both shall semi-annually review the actions of counties and
municipalities which have been certified as local issuing authorities pursuant to O.C.G.A. § 12-7-8(a).

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The district or the commission or both may provide technical assistance to any county or municipality
for the purpose of improving the effectiveness of the county's or municipality's erosion,
sedimentation and pollution control program. The district or the commission shall notify the division
and request investigation by the division if any deficient or ineffective local program is found.
F. The division may periodically review the actions of counties and municipalities which have been
certified as local issuing authorities pursuant to O.C.G.A. § 12-7-8(a). Such review may include, but
shall not be limited to, review of the administration and enforcement of a governing authority's
ordinance and review of conformance with an agreement, if any, between the district and the
governing authority. If such review indicates that the governing authority of any county or
municipality certified pursuant to O.C.G.A. § 12-7-8(a) has not administered or enforced its
ordinances or has not conducted the program in accordance with any agreement entered into
pursuant to O.C.G.A. § 12-7-7(e), the division shall notify the governing authority of the county or
municipality in writing. The governing authority of any county or municipality so notified shall have
ninety (90) days within which to take the necessary corrective action to retain certification as a local
issuing authority. If the county or municipality does not take necessary corrective action within ninety
(90) days after notification by the division, the division shall revoke the certification of the county or
municipality as a local issuing authority.

1.5.6 Penalties and Incentives.
A. Failure to Obtain a Permit for Land-Disturbing Activity. If any person commences any land-disturbing
activity requiring a land-disturbing permit as prescribed in this chapter without first obtaining said
permit, the person shall be subject to revocation of his business license, work permit or other
authorization for the conduct of a business and associated work activities within the jurisdictional
boundaries of the local issuing authority.
B. Stop-Work Orders.
1. For the first and second violations of the provisions of this chapter, the Director or the local
issuing authority shall issue a written warning to the violator. The violator shall have five (5) days
to correct the violation. If the violation is not corrected within five (5) days, the Director or the
local issuing authority shall issue a stop-work order requiring that land-disturbing activities be
stopped until necessary corrective action or mitigation has occurred; provided, however, that,
if the violation presents an imminent threat to public health or waters of the state or if the land-
disturbing activities are conducted without obtaining the necessary permit, the Director or the
local issuing authority shall issue an immediate stop-work order in lieu of a warning;
2. For a third and each subsequent violation, the Director or the local issuing authority shall issue
an immediate stop-work order; and
3. All stop-work orders shall be effective immediately upon issuance and shall be in effect until the
necessary corrective action or mitigation has occurred.

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4. When a violation in the form of taking action without a permit, failure to maintain a stream
buffer, or significant amounts of sediment, as determined by the local issuing authority or by
the Director or his or her designee, have been or are being discharged into state waters and
where best management practices have not been properly designed, installed, and maintained,
a stop work order shall be issued by the local issuing authority or by the Director or his or her
designee. All such stop work orders shall be effective immediately upon issuance and shall be in
effect until the necessary corrective action or mitigation has occurred. Such stop work orders
shall apply to all land-disturbing activity on the site with the exception of the installation and
maintenance of temporary or permanent erosion and sediment controls.
C. Bond Forfeiture. If, through inspection, it is determined that a person engaged in land-disturbing
activities has failed to comply with the approved plan, a written notice to comply shall be served
upon that person. The notice shall set forth the measures necessary to achieve compliance with the
plan and shall state the time within which such measures must be completed. If the person engaged
in the land-disturbing activity fails to comply within the time specified, he shall be deemed in violation
of this chapter and, in addition to other penalties, shall be deemed to have forfeited his performance
bond, if required to post one under the provisions of subsection 8.20.040.B.6. The local issuing
authority may call the bond or any part thereof to be forfeited and may use the proceeds to hire a
contractor to stabilize the site of the land-disturbing activity and bring it into compliance.
D. Monetary Penalties.
1. Any person who violates any provisions of this chapter, or any permit condition or limitation
established pursuant to this chapter, or who negligently or intentionally fails or refuses to
comply with any final or emergency order of the Director issued as provided in this chapter shall
be liable for a civil penalty not to exceed two thousand five hundred dollars ($2,500.00) per day.
For the purpose of enforcing the provisions of this chapter, notwithstanding any provisions in
any City charter to the contrary, municipal courts shall be authorized to impose penalty not to
exceed two thousand five hundred dollars ($2,500.00) for each violation. Notwithstanding any
limitation of law as to penalties which can be assessed for violations of county ordinances, any
magistrate court or any other court of competent jurisdiction trying cases brought as violations
of this chapter under county ordinances approved under this chapter shall be authorized to
impose penalties for such violations not to exceed two thousand five hundred dollars
($2,500.00) for each violation. Each day during which violation or failure or refusal to comply
continues shall be a separate violation.

1.5.7 Education and Certification.
A. Persons involved in land development design, review, permitting, construction, monitoring, or
inspection or any land-disturbing activity shall meet the education and training certification
requirements, dependent on their level of involvement with the process, as developed by the
commission in consultation with the division and the stakeholder advisory board created pursuant
to O.C.G.A. § 12-7-20.
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B. For each site on which land-disturbing activity occurs, each entity or person acting as either a primary,
secondary, or tertiary permittee, as defined in the state general permit, shall have as a minimum one
(1) person who is in responsible charge of erosion and sedimentation control activities on behalf of
said entity or person and meets the applicable education or training certification requirements
developed by the commission present on site whenever land-disturbing activities are conducted on
that site. A project site shall herein be defined as any land-disturbance site or multiple sites within a
larger common plan of development or sale permitted by an owner or operator for compliance with
the state general permit.
C. Persons or entities involved in projects not requiring a state general permit but otherwise requiring
certified personnel on site may contract with certified persons to meet the requirements of this
chapter.
D. If a state general permittee who has operational control of land-disturbing activities for a site has
met the certification requirements of paragraph (1) of subsection (b) of O.C.G.A. § 12-7-19, then any
person or entity involved in land-disturbing activity at that site and operating in a subcontractor
capacity for such permittee shall meet those educational requirements specified in paragraph (4) of
subsection (b) of O.C.G.A. § 12-7-19 and shall not be required to meet any educational requirements
that exceed those specified in said paragraph.

1.5.8 Administrative Appeal Judicial Review.
A. Administrative Remedies. The suspension, revocation, modification or grant with condition of a
permit by the local issuing authority upon finding that the holder is not in compliance with the
approved erosion, sediment and pollution control plan; or that the holder is in violation of permit
conditions; or that the holder is in violation of any ordinance; shall entitle the person submitting the
plan or holding the permit to a hearing before the City Council within thirty (30) days after receipt by
the local issuing authority of written notice of appeal.
B. Judicial Review. Any person, aggrieved by a decision or order of the local issuing authority, after
exhausting his administrative remedies, shall have the right to appeal to the Superior Court of Henry
County.

1.5.9 Effectivity, Validity and Liability.
A. Effectivity. This chapter shall become effective on the first day of September 20, 2021.
B. Validity. If any section, paragraph, clause, phrase, or provision of this chapter shall be adjudged
invalid or held unconstitutional, such decisions shall not affect the remaining portions of this chapter.
C. Liability.
1. Neither the approval of a plan under the provisions of this chapter, nor the compliance with
provisions of this chapter shall relieve any person from the responsibility for damage to any
person or property otherwise imposed by law nor impose any liability upon the local issuing
authority or district for damage to any person or property.
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2. The fact that a land-disturbing activity for which a permit has been issued results in injury to the
property of another shall neither constitute proof of nor create a presumption of a violation of
the standards provided for in this chapter or the terms of the permit.
3. No provision of this chapter shall permit any persons to violate the Georgia Erosion and
Sedimentation Act of 1975, the Georgia Water Quality Control Act or the rules and regulations
promulgated and approved thereunder or pollute any waters of the state as defined thereby.
1.6 Stormwater Management for New Development and Redevelopment

1.6.1 Purpose and Intent.
The purpose of this chapter is to protect, maintain and enhance the public health, safety,
environment and general welfare by establishing minimum requirements and procedures to control the
adverse effects of increased post-construction stormwater runoff and nonpoint source pollution
associated with new development and redevelopment. Proper management of post-construction
stormwater runoff will minimize damage to public and private property and infrastructure, safeguard the
public health, safety, environment and general welfare of the public, and protect water and aquatic
resources. Additionally, the City of Stockbridge is required to comply with several state and federal laws,
regulations and permits and the requirements of the Metropolitan North Georgia Water Planning
District's regional water plan related to managing the water quantity, velocity, and quality of post-
construction stormwater runoff.

1.6.2 Definitions.
For this chapter, the terms below shall have the following meanings:
"Administrator" means the person appointed to administer, implement, and enforce the provisions
of this chapter in accordance with Section 8.24.4.
"Applicant" means a person submitting a land development application for approval.
"Best management practice (BMP)" means both structural devices to store or treat stormwater
runoff and non-structural programs or practices which are designed to prevent or reduce the pollution of
the waters of the State of Georgia.
"BMP landscaping plan" means a design for vegetation and landscaping that is critical to the
performance and function of the BMP, including how the BMP will be stabilized and established with
vegetation. It shall include a layout of plants and plant names (local and scientific).
"Channel" means a natural or artificial watercourse with a definite bed and banks that conducts
continuously or periodically flowing water.
"Detention" means the temporary storage of stormwater runoff in a stormwater detention facility
for the purpose of controlling the peak discharge.

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"Detention facility" means a structure designed for the storage and gradual release of stormwater
runoff at controlled rates.
"Development" means new development or redevelopment.
"Extended detention" means the storage of stormwater runoff for an extended period of time.
"Extreme flood protection" means measures taken to prevent adverse impacts from large low-
frequency storm events with a return frequency of one hundred (100) years or more.
"Flooding" means a volume of surface water that exceeds the banks or walls of a BMP, or channel;
and overflows onto adjacent lands.
"GSMM" means the latest edition of the Georgia Stormwater Management Manual, Volume 2:
Technical Handbook, and its appendices.
"Hotspot" means a land use or activity on a site that has the potential to produce higher than
normally found levels of pollutants in stormwater runoff. As defined by the administrator, hotspot land
use may include gasoline stations, vehicle service and maintenance areas, industrial facilities (both
permitted under the industrial stormwater general permit and others), material storage sites, garbage
transfer facilities, and commercial parking lots with high-intensity use.
"Impervious surface" means a surface composed of any material that significantly impedes or
prevents the natural infiltration of water into the soil.
"Industrial stormwater general permit" means the National Pollutant Discharge Elimination System
(NPDES) permit issued by Georgia Environmental Protection Division to an industry for stormwater
discharges associated with industrial activity. The permit regulates pollutant levels associated with
industrial stormwater discharges or specifies onsite pollution control strategies based on Standard
Industrial Classification (SIC) Code.
"Infiltration" means the process of percolating stormwater runoff into the subsoil.
"Inspection and maintenance agreement" means a written agreement providing for the long-term
inspection, operation, and maintenance of the stormwater management system and its components on
a site.
"Land development application" means the application for a land development permit on a form
provided by the City of Stockbridge along with the supporting documentation required in Section 8.24.10.
"Land development permit" means the authorization necessary to begin construction-related, land-
disturbing activity.
"Land disturbing activity" means any activity which may result in soil erosion from water or wind and
the movement of sediments into state water or onto lands within the state, including but not limited to
clearing, dredging, grading, excavating, and filling of land. Land disturbing activity does not include
agricultural practices as described [in] O.C.G.A. § 12-7-17(5) or silvicultural activities as described [in]
O.C.G.A. § 12-7-17(6) within areas zoned for these activities.
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"Linear feasibility program" means a feasibility program developed by the City of Stockbridge and
submitted to the Georgia Environmental Protection Division, which sets reasonable criteria for
determining when it would be infeasible to implement stormwater management standards for linear
transportation projects being constructed by the City of Stockbridge, other local governments, or state
agencies.
"Linear transportation projects" means construction projects on traveled ways including but not
limited to roads, sidewalks, multi-use paths and trails, and airport runways and taxiways.
"MS4 permit" means the NPDES permit issued by Georgia Environmental Protection Division for
discharges from the City of Stockbridge's municipal separate storm sewer system.
"New development" means land disturbing activities, structural development (construction,
installation or expansion of a building or other structure), and/or creation of impervious surfaces on a
previously undeveloped site.
"Nonpoint source pollution" means a form of water pollution that does not originate from a discrete
point such as a wastewater treatment facility or industrial discharge, but involves the transport of
pollutants such as sediment, fertilizers, pesticides, heavy metals, oil, grease, bacteria, organic materials
and other contaminants from land to surface water or groundwater via mechanisms such as precipitation,
stormwater runoff, and leaching. Nonpoint source pollution is a by-product of land use practices such as
agricultural, silvicultural, mining, construction, subsurface disposal and urban runoff sources.
"Overbank flood protection" means measures taken to prevent an increase in the frequency and
magnitude of out-of-bank flooding (i.e. flow events that exceed the capacity of the channel and enter the
floodplain).
"Owner" means the legal or beneficial owner of a site, including but not limited to, a mortgagee or
vendee in possession, receiver, executor, trustee, lessee or other person, firm or corporation in control of
the site.
"Person" means any individual, partnership, firm, association, joint venture, public or private
corporation, trust, estate, commission, board, public or private institution, utility, cooperative, City,
county or other political subdivision of the state, any interstate body or any other legal entity.
"Post-construction stormwater management" means stormwater best management practices that
are used on a permanent basis to control and treat runoff once construction has been completed in
accordance with a stormwater management plan.
"Post-development" means the conditions anticipated to exist on site immediately after completion
of the proposed development.
"Practicability policy" means the latest edition of the Metropolitan North Georgia Water Planning
District's Policy on Practicability Analysis for Runoff Reduction.
"Pre-development" means the conditions that exist on a site immediately before the
implementation of the proposed development. Where phased development or plan approval occurs
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(preliminary grading, roads and utilities, etc.), the existing conditions at the time before the first item
being approved or permitted shall establish pre-development conditions.
"Pre-development hydrology" means:
1. For new development, the runoff curve number determined using natural conditions
hydrologic analysis based on the natural, undisturbed condition of the site immediately before
implementation of the proposed development; and
2. For redevelopment, the existing conditions hydrograph may take into account the existing
development when defining the runoff curve number and calculating existing runoff, unless the
existing development causes a negative impact on downstream property.
"Previously developed site" means a site that has been altered by paving, construction, and/or land
disturbing activity.
"Redevelopment" means structural development (construction, installation, or expansion of a
building or other structure), creation or addition of impervious surfaces, replacement of impervious
surfaces not as part of routine maintenance, and land disturbing activities associated with structural or
impervious development on a previously developed site. Redevelopment does not include such activities
as exterior remodeling.
"Routine maintenance" means activities to keep an impervious surface as near as possible to its
constructed condition. This includes ordinary maintenance activities, resurfacing paved areas, and
exterior building changes or improvements which do not materially increase or concentrate stormwater
runoff, or cause additional nonpoint source pollution.
"Runoff." See definition for "stormwater runoff."
"Site" means an area of land where development is planned, which may include all or portions of
one (1) or more parcels of land. For subdivisions and other common plans of development, the site
includes all areas of land covered under an applicable land development permit.
"Stormwater concept plan" means an initial plan for post-construction stormwater management at
the site that provides the groundwork for the stormwater management plan including the natural
resources inventory, site layout concept, initial runoff characterization, and first round stormwater
management system design.
"Stormwater management plan" means a plan for post-construction stormwater management at
the site that meets the requirements of Section 8.24.8(d) and is included as part of the land development
application.
"Stormwater management standards" means those standards set forth in Section 8.24.7.
"Stormwater management system" means the entire set of non-structural site design features and
structural BMPs for collection, conveyance, storage, infiltration, treatment, and disposal of stormwater
runoff in a manner designed to prevent increased flood damage, streambank channel erosion, habitat

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degradation and water quality degradation, and to enhance and promote the public health, safety and
general welfare.
"Stormwater runoff" means flow along the surface of the ground, resulting from precipitation.
"Subdivision" means the division of a tract or parcel of land resulting in one (1) or more new lots or
building sites for the purpose, whether immediately or in the future, of sale, other transfer of ownership
or land development, and includes divisions of land resulting from or made in connection with the layout
or development of a new street or roadway or a change in an existing street or roadway.
Other terms used but not defined in this chapter shall be interpreted based on how such terms are
defined and used in the GSMM and the City of Stockbridge's MS4 permit.

1.6.3 Adoption and Implementation of the GSMM; Conflicts and Inconsistencies.
A. In implementing this chapter, the City of Stockbridge shall use and require compliance with all
relevant design standards, calculations, formulas, methods, and other guidance from the GSMM as
well as all related appendices.
B. This chapter is not intended to modify or repeal any other chapter, ordinance, rule, regulation or
other provision of law, including but not limited to any applicable stream buffers under state and
local laws, and the Georgia Safe Dams Act and Rules for Dam Safety. In the event of any conflict or
inconsistency between any provision in the City of Stockbridge's MS4 permit and this chapter, the
provision from the MS4 permit shall control. In the event of any conflict or inconsistency between
any provision of this chapter and the GSMM, the provision from this chapter shall control. In the
event of any other conflict or inconsistency between any provision of this chapter and any other
ordinance, rule, regulation or other provision of law, the provision that is more restrictive or imposes
higher protective standards for human health or the environment shall control.
C. If any provision of this chapter is invalidated by a court of competent jurisdiction, such judgment
shall not affect or invalidate the remainder of this chapter.

1.6.4 Designation of Administrator.
The City manager of the City of Stockbridge or designee may from time to time appoint an
administrator to administer, implement, and enforce this chapter.

1.6.5 Applicability Criteria for Stormwater Management Standards.
This chapter applies to the following activities:
A. New development that creates or adds five thousand (5,000) square feet or greater of new
impervious surface area or that involves land disturbing activity of one (1) acre of land or
greater;

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B. Redevelopment (excluding routine maintenance and exterior remodeling) that creates, adds,
or replaces five thousand (5,000) square feet or greater of new impervious surface area or that
involves land disturbing activity of one (1) acre or more;
C. New development and redevelopment if:
1. Such new development or redevelopment is part of a subdivision or other common plan
of development; and
2. The sum of all associated impervious surface area or land disturbing activities that are
being developed as part of such subdivision or other common plan of development meets
or exceeds the thresholds in Section 8.24.5(a) or Section 8.24.5(b);
D. Any commercial or industrial new development or redevelopment, regardless of size, that is a
hotspot land use as defined in this chapter; and
E. Linear transportation projects that exceed the thresholds in Section 8.24.5(a) or Section
8.24.5(b).

1.6.6 Exemptions from Stormwater Management Standards.
This chapter does not apply to the following activities:
A. Land disturbing activity conducted by local, state, authority, or federal agencies, solely to
respond to an emergency need to protect life, limb, or property or conduct emergency repairs;
B. Land disturbing activity that consists solely of cutting a trench for utility work and related
pavement replacement;
C. Land disturbing activity conducted by local, state, authority, or federal agencies, whose sole
purpose is to implement stormwater management or environmental restoration;
D. Repairs to any stormwater management system deemed necessary by the administrator;
E. Agricultural practices as described O.C.G.A. § 12-7-17(5) within areas zoned for these activities
with the exception of buildings or permanent structures that exceed the thresholds in Section
8.24.5(a) or Section 8.24.5(b);
F. Silvicultural land management activities as described O.C.G.A. § 12-7-17(6) within areas zoned
for these activities with the exception of buildings or permanent structures that exceed the
thresholds in Section 8.24.5(a) or Section 8.24.5(b);
G. Installations or modifications to existing structures solely to implement Americans with
Disabilities Act (ADA) requirements, including but not limited to elevator shafts, handicapped
access ramps and parking, and enlarged entrances or exits; and

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H. Linear transportation projects being constructed by the City of Stockbridge, other local
governments, or state agencies to the extent the administrator determines that the
stormwater management standards may be infeasible to apply, all or in part, for any portion of
the linear transportation project. For this exemption to apply, an infeasibility report that is
compliant with the City of Stockbridge's linear feasibility program shall first be submitted to the
administrator that contains adequate documentation to support the evaluation for the
applicable portion(s) and any resulting infeasibility determination, if any, by the administrator.

1.6.7 Stormwater Management Standards.
Subject to the applicability criteria in Section 8.24.5 and exemptions in Section 8.24.6, the following
stormwater management standards apply. Additional details for each standard can be found in the GSMM
2.2.2.2:
A. Design of Stormwater Management System. The design of the stormwater management
system shall be in accordance with the applicable sections of the GSMM as administered by the
administrator. Any design which proposes a dam shall comply with the Georgia Safe Dams Act
and Rules for Dam Safety as applicable.
B. Natural Resources Inventory. Site reconnaissance and surveying techniques shall be used to
complete a thorough assessment of existing natural resources, both terrestrial and aquatic,
found on the site. Resources to be identified, mapped, and shown on the stormwater
management plan, shall include, at a minimum (as applicable):
1. Topography (minimum of two-foot contours) and steep slopes (i.e., areas with slopes
greater than fifteen percent (15%));
2. Natural drainage divides and patterns;
3. Natural drainage features (e.g., swales, basins, depressional areas);
4. Natural feature protection and conservation areas such as wetlands, lakes, ponds,
floodplains, stream buffers, drinking water wellhead protection areas and river corridors;
5. Predominant soils (including erodible soils and karst areas); and
6. Existing predominant vegetation including trees, high quality habitat and other existing
vegetation.
C. Better Site Design Practices for Stormwater Management. Stormwater management plans shall
preserve the natural drainage and natural treatment systems and reduce the generation of
additional stormwater runoff and pollutants to the maximum extent practicable. Additional
details can be found in the GSMM 2.3.
D. Stormwater Runoff Reduction/Water Quality. Stormwater runoff reduction/water quality shall
be provided by using the following:

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1. For development with a stormwater management plan submitted before December 6,
2020, the applicant may choose either:
a. Runoff reduction; or
b. Water quality.
2. For development with a stormwater management plan submitted on or after December
6, 2020, the applicant shall choose (a) runoff reduction and additional water quality shall
not be required. To the extent (a) runoff reduction has been determined to be infeasible
for all or a portion of the site using the practicability policy, then (b) water quality shall
apply for the remaining runoff from a 1.2 inch rainfall event and must be treated to
remove at least eighty percent (80%) of the calculated average annual post-development
total suspended solids (TSS) load or equivalent as defined in the GSMM.
a. Runoff Reduction. The stormwater management system shall be designed to retain
the first one (1) inch of rainfall on the site using runoff reduction methods, to the
maximum extent practicable.
b. Water Quality. The stormwater management system shall be designed to remove at
least eighty percent (80%) of the calculated average annual post-development total
suspended solids (TSS) load or equivalent as defined in the GSMM for runoff from a
1.2 inch rainfall event.
3. If a site is determined to be a hotspot as detailed in Section 8.24.5, the City of Stockbridge
may require the use of specific or additional components for the stormwater
management system to address pollutants of concern generated by that site.
E. Stream Channel Protection. Stream channel protection shall be provided by using all of the
following three (3) approaches:
1. Twenty-four-hour extended detention storage of the one-year, twenty-four-hour return
frequency storm event;
2. Erosion prevention measures, such as energy dissipation and velocity control; and
3. Preservation of any applicable stream buffer.
F. Overbank Flood Protection. Downstream overbank flood protection shall be provided by
controlling the post-development peak discharge rate to the pre-development rate for the
twenty-five-year, twenty-four-hour storm event.
G. Extreme Flood Protection. Extreme flood protection shall be provided by controlling and/or
safely conveying the one-hundred-year, twenty-four-hour storm event such that flooding and
other damage are not exacerbated.
H. Downstream Analysis. Due to peak flow timing and runoff volume effects, some structural
components of the stormwater management system fail to reduce discharge peaks to pre-
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development levels downstream from the site. A downstream peak flow analysis shall be
provided to the point in the watershed downstream of the site or the stormwater management
system where the area of the site comprises ten percent (10%) of the total drainage area in
accordance with GSMM 3.1.9. This is to help ensure that there are minimal downstream
impacts from development on the site. The downstream analysis may result in the need to
resize structural components of the stormwater management system.
I. Stormwater Management System Inspection and Maintenance. The components of the
stormwater management system that will not be dedicated to and accepted by the City of
Stockbridge, including all drainage facilities, best management practices, credited conservation
spaces, and conveyance systems, shall have an inspection and maintenance agreement to
ensure that they continue to function as designed. All new development and redevelopment
sites are to prepare a comprehensive inspection and maintenance agreement for the onsite
stormwater management system. This plan shall be written in accordance with the
requirements in Section 8.24.16.

1.6.8 Pre-submittal Meeting, Stormwater Concept Plan, and Stormwater Management Plan
Requirements.
A. Before a land development permit application is submitted, an applicant may request a pre-
submittal meeting with the City of Stockbridge. The pre-submittal meeting should take place based
on an early step in the development process such as before site analysis and inventory (GSMM
2.4.2.4) or the stormwater concept plan (GSMM 2.4.2.5). The purpose of the pre-submittal meeting
is to discuss opportunities, constraints, and ideas for the stormwater management system before
formal site design engineering. To the extent applicable, local and regional watershed plans,
greenspace plans, trails and greenway plans, and other resource protection plans should be
consulted in the pre-submittal meeting. Applicants must request a pre-submittal meeting with the
City of Stockbridge when applying for a determination of infeasibility through the practicability
policy.
B. The stormwater concept plan shall be prepared using the minimum following steps:
1. Develop the site layout using better site design techniques, as applicable (GSMM 2.3).
2. Calculate preliminary estimates of the unified stormwater sizing criteria requirements for
stormwater runoff reduction/water quality, channel protection, overbank flooding protection
and extreme flood protection (GSMM 2.2).
3. Perform screening and preliminary selection of appropriate best management practices and
identification of potential siting locations (GSMM 4.1).
C. The stormwater concept plan shall contain:
1. Common address and legal description of the site;
2. Vicinity map; and
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3. Existing conditions and proposed site layout mapping and plans (recommended scale of one
(1) inch equals fifty (50) feet), which illustrate at a minimum:
a. Existing and proposed topography (minimum of two-foot contours);
b. Perennial and intermittent streams;
c. Mapping of predominant soils from USDA soil surveys;
d. Boundaries of existing predominant vegetation and proposed limits of clearing and
grading;
e. Location and boundaries of other natural feature protection and conservation areas such
as wetlands, lakes, ponds, floodplains, stream buffers and other setbacks (e.g., drinking
water well setbacks, septic setbacks, etc.);
f. Location of existing and proposed roads, buildings, parking areas and other impervious
surfaces;
g. Existing and proposed utilities (e.g., water, sewer, gas, electric) and easements;
h. Preliminary estimates of unified stormwater sizing criteria requirements;
i. Preliminary selection and location, size, and limits of disturbance of proposed BMPs;
j. Location of existing and proposed conveyance systems such as grass channels, swales,
and storm drains;
k. Flow paths;
l. Location of the boundaries of the base flood floodplain, future-conditions floodplain, and
the floodway (as applicable) and relationship of site to upstream and downstream
properties and drainage; and
m. Preliminary location and dimensions of proposed channel modifications, such as bridge
or culvert crossings.
D. The stormwater management plan shall contain the items listed in this part and be prepared under
the direct supervisory control of either a registered professional engineer or a registered landscape
architect licensed in the state of Georgia. Items 3., 4., 5., and 6. shall be sealed and signed by a
registered professional engineer licensed in the state of Georgia. The overall site plan must be
stamped by a design professional licensed in the state of Georgia for such purpose (GSMM 2.4.2.7).
1. Natural resources inventory.
2. Stormwater concept plan.
3. Existing conditions hydrologic analysis.
4. Post-development hydrologic analysis.
5. Stormwater management system.
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6. Downstream analysis.
7. Erosion and sedimentation control plan.
8. BMP landscaping plan.
9. Inspection and maintenance agreement.
10. Evidence of acquisition of applicable local and non-local permits.
11. Determination of infeasibility (if applicable).
E. For redevelopment, and to the extent existing stormwater management structures are being used
to meet stormwater management standards, the following must also be included in the stormwater
management plan for existing stormwater management structures:
1. As-built drawings.
2. Hydrology reports.
3. Current inspection of existing stormwater management structures with deficiencies noted.
4. BMP landscaping plans.

1.6.9 Application Fee.
The fee for review of any land development application shall be based on the fee structure established by
the City of Stockbridge, and payment shall be made before the issuance of any land disturbance permit
or building permit for the development.

1.6.10 Application Procedures.
Land development applications are handled as part of the process to obtain the land disturbance permit
pursuant to Section 8.20.040 or the underlying building permit pursuant to Section 8.08.011(A), as
applicable. Before any person begins development on a site, the owner of the site shall first obtain
approval in accordance with the following procedure:
A. File a land development application with the City of Stockbridge with the following supporting
materials:
1. The stormwater management plan prepared in accordance with Section 8.24.8(D);
2. A certification that the development will be performed in accordance with the
stormwater management plan once approved;
3. A preliminary determination of infeasibility, as applicable, prepared in accordance with
the practicability policy; and

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4. An acknowledgement that applicant has reviewed the City of Stockbridge's form of
inspection and maintenance agreement and that applicant agrees to sign and record such
inspection and maintenance agreement before the final inspection.
B. The Director shall inform the applicant whether the application and supporting materials are
approved or disapproved.
C. If the application or supporting materials are disapproved, the Director shall notify the
applicant of such fact in writing. The applicant may then revise any item not meeting the
requirements hereof and resubmit the same for the administrator to again consider and either
approve or disapprove.
D. If the application and supporting materials are approved, the City of Stockbridge may issue the
associated land disturbance permit or building permit, provided all other legal requirements
for the issuance of such permits have been met. The stormwater management plan included in
such applications becomes the approved stormwater management plan.

1.6.11 Compliance with the Approved Stormwater Management Plan.
All development shall be:
A. Consistent with the approved stormwater management plan and all applicable land
disturbance and building permits; and
B. Conducted only within the area specified in the approved stormwater management plan.
No changes may be made to an approved stormwater management plan without review and advanced
written approval by the administrator.

1.6.12 Inspections to Ensure Plan Compliance During Construction.
Periodic inspections of the stormwater management system during construction shall be conducted by
the staff of the City of Stockbridge or conducted and certified by a professional engineer who has been
approved by the City of Stockbridge. Inspections shall use the approved stormwater management plan
for establishing compliance. All inspections shall be documented with written reports that contain the
following information:
A. The date and location of the inspection;
B. Whether the stormwater management system is in compliance with the approved stormwater
management plan;
C. Variations from the approved stormwater management plan; and
D. Any other variations or violations of the conditions of the approved stormwater management
plan.

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1.6.13 Final Inspection; As-built Drawings; Delivery of Inspection and Maintenance Agreement.
Upon completion of the development, the applicant is responsible for:
A. Certifying that the stormwater management system is functioning properly and was
constructed in conformance with the approved stormwater management plan and associated
hydrologic analysis;
B. Submitting as-built drawings showing the final design specifications for all components of the
stormwater management system as certified by a professional engineer;
C. Certifying that the landscaping is established and installed in conformance with the BMP
landscaping plan; and
D. Delivering to the City of Stockbridge a signed inspection and maintenance agreement that has
been recorded by the owner in the property record for all parcel(s) that make up the site.
The required certification under part A. shall include a certification of volume, or other performance test
applicable to the type of stormwater management system component, to ensure each component is
functioning as designed and built according to the design specifications in the approved stormwater
management plan. This certification and the required performance tests shall be performed by a qualified
person and submitted to the City of Stockbridge with the request for a final inspection. The City of
Stockbridge shall perform a final inspection with applicant to confirm applicant has fulfilled these
responsibilities.

1.614 Violations and Enforcement.
Any violation of the approved stormwater management plan during construction, failure to submit as-
built drawings, failure to submit a final BMP landscaping plan, or failure of the final inspection shall
constitute and be addressed as violations of, or failures to comply with, the underlying land disturbance
permit pursuant to Section 8.20.040 or the underlying building permit pursuant to Section 8.08.011(A).
To address a violation of this chapter, the City of Stockbridge shall have all the powers and remedies that
are available to it for other violations of building and land disturbance permits, including without
limitation the right to issue notices and orders to ensure compliance, stop work orders, and penalties as
set forth in the applicable ordinances for such permits.

1.6.15 Maintenance by Owner of Stormwater Management Systems Predating Current GSMM.
For any stormwater management systems approved and built based on requirements predating the
current GSMM and that is not otherwise subject to an inspection and maintenance agreement, such
stormwater management systems shall be maintained by the owner so that the stormwater management
systems perform as they were originally designed.

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1.6.16 Inspection and Maintenance Agreements.
A. The owner shall execute an inspection and maintenance agreement with the City of Stockbridge
obligating the owner to inspect, clean, maintain, and repair the stormwater management system;
including vegetation in the final BMP landscaping plan. The form of the inspection and maintenance
agreement shall be the form provided by the City of Stockbridge. After the inspection and
maintenance agreement has been signed by the owner and the City of Stockbridge, the owner shall
promptly record such agreement at the owner's cost in the property record for all parcel(s) that
make up the site.
B. The inspection and maintenance agreement shall identify by name or official title the person(s)
serving as the point of contact for carrying out the owner's obligations under the inspection and
maintenance agreement. The owner shall update the point of contact from time to time as needed
and upon request by the City of Stockbridge. Upon any sale or transfer of the site, the new owner
shall notify the City of Stockbridge in writing within thirty (30) days of the name or official title of
new person(s) serving as the point of contact for the new owner. Any failure of an owner to keep
the point of contact up to date shall, following thirty (30) days' notice, constitute a failure to maintain
the stormwater management system.
C. The inspection and maintenance agreement shall run with the land and bind all future successors-
in-title of the site. If there is a future sale or transfer of only a portion of the site, then:
1. The parties to such sale or transfer may enter into and record an assignment agreement
designating the owner responsible for each portion of the site and associated obligations under
the inspection and maintenance agreement. The parties shall record and provide written notice
and a copy of such assignment agreement to the City of Stockbridge.
2. In the absence of a recorded assignment agreement, all owners of the site shall be jointly and
severally liable for all obligations under the inspection and maintenance agreement regardless
of what portion of the site they own.

1.6.17 Right-of-entry for Maintenance Inspections.
The terms of the inspection and maintenance agreement shall provide for the City of Stockbridge's right-
of-entry for maintenance inspections and other specified purposes. If a site was developed before the
requirement to have an inspection and maintenance agreement or an inspection and maintenance
agreement was for any reason not entered into, recorded, or has otherwise been invalidated or deemed
insufficient, then the City of Stockbridge shall have the right to enter and make inspections pursuant to
Section 8.08.010(H), Section 8.08.10(I), Section 8.08.011(P), Section 8.08.150(3), and Section 8.30.050(A).

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1.6.18 Owner's Failure to Maintain the Stormwater Management System.
The terms of the inspection and maintenance agreement shall provide for what constitutes a failure to
maintain a stormwater management system and the enforcement options available to the City of
Stockbridge. If a site was developed before the requirement to have an inspection and maintenance
agreement or an inspection and maintenance agreement was for any reason not entered into, recorded,
or has otherwise been invalidated or deemed insufficient, then:
A. An owner's failure to maintain the stormwater management system so that it performs as it
was originally designed shall constitute and be addressed as a violation of, or failure to comply
with, owner's property maintenance obligations pursuant to Section 8.08.150, Section
8.20.030(B)(3), Section 8.30.050, and Section 8.32.050; and
B. To address such a failure to maintain the stormwater management system, the City of
Stockbridge shall have all the powers and remedies that are available to it for other violations
of an owner's property maintenance obligations, including without limitation prosecution,
penalties, abatement, and emergency measures.

1.7 Stormwater Management

1.7.1 Findings.
The City Council makes the following findings:
A. Given the needs, goals, program priorities and funding opportunities identified in the
professional engineering and financing analysis, it is appropriate to authorize the formation of
an organizational and accounting entity dedicated specifically to the management,
maintenance, protection, control, regulation, use and enhancement of stormwater systems in
the City in concert with other water resource management programs.
B. Stormwater management is applicable and needed throughout the corporate limits of
Stockbridge.
C. The stormwater needs in the City include, but are not limited to, protecting the public health,
safety and welfare. Provision of stormwater management programs and facilities renders
and/or results in both service and benefit to all properties, property owners, citizens and
residents of Stockbridge in a variety of ways as identified in the professional engineering and
financial analysis.
D. The City presently owns and operates stormwater management systems and facilities which
have been developed over many years. The future usefulness of the existing stormwater
systems owned and operated by the City, and of additions and improvements thereto, rests on

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the ability of the City to effectively manage, protect, control, regulate, use and enhance
stormwater systems and facilities in Stockbridge in concert with the management of other
water resources in the City. In order to do so, the City must have adequate and stable funding
for its stormwater management program operating and capital investment needs.

1.7.2 Establishment of a Utility and Enterprise Fund.
A. There is hereby established a stormwater management utility within the Stockbridge utility
department which shall be responsible for stormwater management throughout the City's corporate
limits, and shall provide for the management, protection, control, regulation, use and enhancement
of stormwater systems and facilities. Such utility shall be under the direction of a stormwater utility
Director, appointed by the City manager.
B. The City manager and City clerk shall establish a stormwater enterprise fund in the City budget and
accounting system, separate and apart from its general fund, for the purpose of dedicating and
protecting all funding applicable to the purposes and responsibilities of the utility, including but not
limited to rentals, rates, charges, fees and licenses as may be established by the City Council. All
revenues and receipts of the stormwater utility shall be deposited promptly upon receipt into the
stormwater enterprise fund, to be held and invested in trust for the purposes dedicated, and
expended exclusively for purposes of the utility, including capital project construction. No other
funds of the City shall be deposited in the stormwater enterprise fund or commingled with dedicated
stormwater revenues, except that other revenues, receipts and resources not accounted for in the
stormwater enterprise fund, including, but not limited to, grants, transfers of City funds, loans and
bond proceeds may be combined with and applied to stormwater management capital projects as
deemed appropriate by the City Council, upon recommendation of the City manager.
C. The City Council hereby transfers to the stormwater utility Director operational control over the
existing stormwater management systems and facilities owned and heretofore operated by the City
and other related assets, including but not limited to properties upon which such facilities are
located, easements, rights-of-entry and access and certain equipment.

1.7.3 Definitions.
"Credit" means a conditional reduction in the amount of a stormwater service charge to an individual
property based on the provision and continuing presence of an effectively maintained and operational
on-site stormwater system or facility or the provision of a service or activity by property owner, which
system, facility, service or activity reduces the stormwater utility's cost of providing stormwater services
and facilities. Credits for on-site stormwater systems shall be generally proportional to the affect that such
systems have on the peak rate of runoff from the site.
"Customers of the stormwater management utility" includes all persons, properties and entities
served by and/or benefiting from the utility's acquisition, management, maintenance, extension and
improvement of the public stormwater management systems and facilities and regulation of public and
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private stormwater systems, facilities and activities related thereto, and persons, properties and entities
which will ultimately be served or benefited as a result of the stormwater management program.
"Detached dwelling unit" means developed land containing one (1) structure which is not attached
to another dwelling and which contains one (1) or more bedrooms, with a bathroom and kitchen facilities,
designed for occupancy by one (1) family. Detached dwelling units may include houses, manufactured
homes and mobile homes located on one (1) or more individual lots or parcels of land. Developed land
may be classified as a detached dwelling unit despite the presence of incidental structures associated with
residential uses such as garages, carports or small storage buildings, or the presence of a commercial use
within the dwelling unit so long as such use does not result in additional impervious areas such as parking
spaces, playgrounds or structures or additions to the building which are used as offices, storage facilities,
meeting rooms, classrooms, houses of worship or similar non-residential uses. Detached dwelling unit
shall not include developed land containing: structures used primarily for non-residential purposes,
manufactured homes and mobile homes located within manufactured home or mobile home parks where
the land is owned by others than the owners of the manufactured homes or mobile homes or multiple
dwelling unit residential properties.
"Developed land" means all real property altered from its natural state by grading, paving,
compaction, construction of structures, impervious services or drainage works so that hydrologic
response of the property is changed from that which would occur in the natural undeveloped condition.
"Duplexes and triplexes" means developed land containing two (2) (duplex) or three (3) (triplex)
attached residential dwelling units located on one (1) or more parcels of land.
"Equivalent runoff unit (ERU)" is defined to serve as a reference point for comparing dissimilar
properties and attaining an equitable distribution of the cost of services and facilities through a
stormwater management service charge. The equivalent runoff unit in Stockbridge has been determined
through engineering and analysis to include two (2) primary parameters with the following metrics: (1)
One (1) acre of gross area, and (2) two thousand (2,000) square feet of impervious area. These units will
be used to determine and compute the service charge for all properties within the City.
"Hydrologic response" of a property is the manner and means whereby stormwater collects,
remains, infiltrates and is conveyed from a property. It is dependent on several factors including, but not
limited to, the presence of impervious area; the size, shape, topographic, vegetative and geologic
conditions of a property; antecedent moisture conditions; and groundwater conditions on a property.
"Impervious" means not allowing the passage of water through the surface on the ground or ground
covering or a substantial reduction in the capacity for water to pass through the surface of the ground or
ground covering as it would under natural conditions. The following types of surfaces will be considered
"impervious" for purposes of the stormwater utility: the projected area of buildings; asphalt-, concrete-,
brick- or stone-paved areas; improved vehicular drives and parking areas; compacted gravel and soil
surfaces; fabric or plastic coverings; and other surfaces that prevent or impede the natural infiltration of

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stormwater runoff or that change the hydrologic response of the property that existed prior to
development.
"Multiple dwelling unit residential properties" means developed land whereon four (4) or more
attached residential dwelling units are located and shall include, but not be limited to, apartment houses,
condominiums, town homes, attached single-family homes, boarding houses, group homes, hotels and
motels, retirement centers and other structures in which four (4) or more family groups commonly and
normally reside or could reside. In the application of stormwater service charge rates, multiple dwelling
unit properties shall be treated as other developed lands.
"Other developed land" means, but shall not be limited to, multiple dwelling unit residential
properties, manufactured home and mobile home parks, commercial and office buildings, public buildings
and structures, industrial and manufacturing buildings, storage buildings and storage areas covered with
impervious surfaces, parking lots, parks, recreation properties, public and private schools and universities,
research stations, hospitals and convalescent centers, airports, agricultural uses covered by impervious
surfaces, water reservoirs and water and wastewater treatment plants.
"Service charges" means the periodic rate, fee or charge applicable to a parcel of land, which charge
shall be reflective of the service provided by the City stormwater utility. Service charges are based on
measurable parameters which influence the stormwater utility's cost of providing services and facilities,
with the most important factor being the amount of impervious area on each parcel of land. The use of
impervious area as a service charge rate parameter shall not preclude the use of other parameters, or the
grouping of properties having similar characteristics through the use of ranges or rounding up or down to
a consistent numerical interval, or the use of flat rate charges for one (1) or more classes of similarly
situated properties whose impact on the stormwater utility's cost of providing stormwater management
services and facilities is relatively consistent. Stormwater service charges may also include special charges
to the owners of particular properties for services or facilities uniquely related to stormwater
management of that property, including but not limited to charges for development plan review,
inspection of development projects and on site stormwater control systems and enhanced level of
stormwater services above those normally provided by the City.
"Stormwater management systems" includes facilities, operations and programs that address the
issues of drainage management (flooding) and environmental quality (pollution, erosion and
sedimentation) of receiving rivers, streams, creeks, lakes, ponds and reservoirs through improvements,
maintenance, regulation and funding of plants, works, instrumentalities and properties used or useful in
the collection, retention, detention and treatment of stormwater or surface water drainage.
"Undeveloped land" means land in its unaltered natural state or which has been notified to such
minimal degree as to have a hydrologic response comparable to land in an unaltered natural state shall
be deemed undeveloped. Undeveloped land shall have no pavement, asphalt or compacted gravel
surfaces or structures which create an impervious surface that would prevent infiltration of stormwater

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or cause stormwater to collect, concentrate or flow in a manner materially different than that which
would occur if the land was in an unaltered natural state.

1.7.4 Scope of Responsibility for the City Stormwater System.
A. The stormwater management utility shall be responsible for stormwater management throughout
the corporate limits of the city government. The utility shall provide for the conservation,
management, protection, control, use and enhancement of stormwater through planning,
acquisition, construction, installation, management, operation, maintenance, regulation, extension
and improvement of the public stormwater systems to collect, control, convey, store, detain, retain,
recharge and treat stormwater and through regulation of stormwater management systems on
private property. It shall be the long-term objective of the City to provide a comparable and
consistent level of stormwater service to similarly situated properties throughout the service area.
B. The City stormwater system consists of all rivers, streams, creeks, branches, lakes, reservoirs, ponds,
drainage ways, channels, ditches, swales, storm sewers, culverts, inlets, catch basins, pipes, head
walls and other structures, natural or man made, within the political boundaries of the City of
Stockbridge which control and/or convey stormwater through which the City intentionally diverts
surface waters from its public streets and properties. The City owns or has legal access for purposes
of operation, maintenance and improvements to those segments of this system which: (1) are
located within public streets, rights-of-way and easements; (2) are subject to easements, rights-of-
entry, rights-of-access, rights-of-use or other permanent provisions for adequate access for
operation, maintenance and/or improvement of systems and facilities; or (3) are located on public
lands to which the City has adequate access for operation, maintenance and/or improvement of
systems and facilities.
C. Operation and maintenance of stormwater systems and facilities which are located on private
property or public property not owned by the City and for which there has been no public dedication
of such systems and facilities for operation, maintenance and/or improvement of the systems and
facilities shall be and remain the legal responsibility of the property owner, or its occupant, or the
homeowner's association in the case of a development, except as that responsibility may be
otherwise affected by the laws of the state of Georgia and/or the United States of America. Where
no dedication has been made and a private individual, entity or homeowner's association becomes
responsible for the maintenance of a facility or pond following the expiration of the developer's four
(4) year maintenance bond, an easement in favor of the City shall be required. If, at any time, a
responsible party fails to maintain a stormwater facility or pond in the manner contemplated by the
City in Chapter 8.24, and specifically Section 8.24.140, then the City will act to maintain the facility
or pond in a manner provided for under Chapter 8.24. The private party shall remain responsible for
all costs incurred for that maintenance provided by the City. For the purpose of the City's conducting
such maintenance activities all final subdivision plats that contemplate stormwater facilities or ponds

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shall provide for, at minimum, a thirty (30) feet gravel easement from the existing public roadway to
the detention facility or pond.
D. It is the intent of the ordinance codified in this chapter to protect the public health, safety and
general welfare of all properties and persons in general, but not to create any special duty or
relationship with any individual person or to any specified property within or without the boundaries
of the City of Stockbridge. The City expressly reserves the right to assert all available immunities and
defenses in any action seeking to impose monetary damages upon the City, its officers, employees
and agents arising out of any alleged failure or breach of duty or relationship as may now exist or
hereafter be created. To the extent any permit, plan approval, inspection or similar act is required
by the City as a condition precedent to any activity by or upon property not owned by the City,
pursuant to the ordinance codified in this chapter or any other regulatory ordinance, regulation or
rule of the City or under federal or state law, the issuance of such permit, plan approval or inspection
shal1 not be deemed to constitute a warranty, express or implied, nor shall afford the basis for any
action, including any action based on failure to permit or negligent issuance of a permit, seeking the
imposition of money damages against the City, its officers, employees or agents.

1.7.5 Requirements for On-site Stormwater Systems; Inspections and Enforcement Methods.
A. The appropriate and efficacious management of the stormwater management system by the City on
behalf of all its citizens and in compliance with applicable state and federal law places necessary and
appropriate obligations on private property owners as well. All property owners and developers of
developed real property within the City shall provide, manage, maintain and operate on-site
stormwater systems sufficient to collect, convey, detain and discharge stormwater in a safe manner
consistent with all City development regulations and the laws of the state of Georgia and the United
States of America following the expiration of any existing maintenance bond by a builder or
developer. The City shall have the right, pursuant to the authority of the ordinance codified in this
chapter, for its designated officers and employees to enter upon private and public property owned
by entities other than the City, upon reasonable notice to the owner thereof, to inspect the property
and conduct surveys and engineering tests thereon in order to assure compliance, as well as to
conduct maintenance that has not been properly conducted as contemplated by the City's code.
B. Any failure to meet the obligations set forth in this chapter shall constitute a nuisance and be subject
to an abatement action filed by the City in the municipal court. In the event a public nuisance is
found by the court to exist, which the owner fails to properly abate within such reasonable time as
allowed by the court, the City may enter upon the property and cause such work as is reasonably
necessary to be performed pursuant to the guidelines set out in the City code.
C. The property owners that are serviced by stormwater facilities and the titleholder to the property
upon which the stormwater facilities are located shall be responsible for the continued maintenance
and payment of all expenses incurred for the operation, maintenance and repair of facilities.

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State law reference(s)—Official Code of Georgia § 9-12-81(b).

1.7.6 General Funding Policy.
A. It shall be the policy of the City that funding for the stormwater utility is equitably derived through
methods that have demonstrable relationships to the varied demands and costs imposed on the
stormwater systems and programs and/or the level of service provided as a result of the provision
of stormwater services and facilities.
B. Service charges for stormwater management shall be fair and reasonable and shall bear a substantial
relationship to the cost of providing services and facilities. The cost of stormwater services and
facilities may include administrative, operating, capital investment, debt service, engineering and
planning and reserve expenses, and may also include related regulatory expenses associated with
watershed management requirements. Properties shall be charged rentals, rates, charges, fees or
licenses in proportion to their related cost of service impact.
C. Service charge rates shall be designed to be consistent and coordinated with the use of other funding
methods employed for stormwater management by the City, whether within or outside the
stormwater utility, including but not limited to plan review and inspection fees, special fees for
services, fees in lieu of regulatory requirements, impact fees, system development charges and
special assessments.

6.7.7 Effective Date of Stormwater Charges.
Stormwater service charges shall accrue beginning September 1, 2021, and shall be billed periodically
thereafter to customers, except as specific exemptions and credits may apply.

6.7.8 Stormwater Management Utility Service Charges.
A. There are hereby established stormwater management utility service charges that shall be billed to
all properties in the Stockbridge service area, except as specific exemptions or credits may allow for
in the ordinance codified in this chapter or shall allow in future ordinances or amendments to this
chapter. The stormwater management utility service charges may, but are not required to, include
a service rate charge applied to each property. The service rate charge, if applied, shall be related
generally to the amount and quality of runoff discharged to the public stormwater systems and
stormwater receiving waters and to the costs of services associated with stormwater management.
The service charge may also include a base rate charge for certain costs of service common to all
stormwater management accounts, and/or special service charges to persons, entities or properties
that require services and/or facilities not commonly needed by all persons, entities or properties.
B. The service rate charge, if applied, shall be reflective of the cost of providing services and facilities
to properly control storm-water runoff quantity and quality. The three (3) most important factors in

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the City's present cost of providing stormwater management services and facilities to individual
properties are: (1) the size of each property; (2) the amount of impervious area on each property;
and (3) the number of parcels in the service area.
C. A base rate charge, if applied, shall be structured to recover those stormwater management costs
of service that are not related to the size of individual properties or the amount of impervious area
on individual properties, and may include, but are not limited to, the cost of billing and accounting
for service charges to each account and other administrative and overhead expenses.
D. Special service charges, if applied, shall be structured to recover the cost of providing to certain
persons, entities and properties types or levels of stormwater management services that are not
commonly required by all stormwater service charge ratepayers. Such services may include, but are
not limited to, private development plan review and inspection, site inspections to verify the
operational condition of on-site stormwater management systems, such as private
detention/retention and conveyance facilities, monitoring and mitigative activities related to
conditions on individual properties that impact water quality and actions to abate conditions on
private properties that do not comply with adopted City standards and/or that interfere with proper
stormwater management and have been determined to constitute a public nuisance.
E. The professional engineering and management analysis conducted for the City determined that
properties within the City service area classified as single-family residential property can be equitably
and fairly charged based on a two-tier (2) grouping according to the number of ERU's and parcel
area. This method greatly simplified the computation of charges and reduces significantly the costs
associated with individually unique parcel measurements. Tier 1 properties in this class are all parcels
up to ten thousand (10,000) square feet in size; Tier 2 properties are parcels greater than ten
thousand (10,000) square feet in size. Tier 1 parcels are assessed one (1) ERU, and Tier 2 parcels are
assessed two (2) ERU's. The Mayor and City Council hereby adopt these values as representative of
the conditions of single-family residential property in Stockbridge. These values shall serve as the
basis on which service rate charges will be calculated. Each single-family residential property shall
be billed a stormwater service rate charge for the number of ERU's and the whole number of acres
of parcel area. Tier 1 and Tier 2 parcels are assigned an acreage charge based on the actual acreage
to the next whole integer.
F. Properties classified as nonresidential shall be billed on the basis of the number of ERU's and acres
calculated to exist. Each acre or fraction thereof and ERU or fraction thereof shall be charged a
service rate charge at the rate per ERU of impervious area and each acre unit as defined below.
G. The method of calculating the service rate charge for all properties shall be as follows:
Parcel Fee = (IR) × (ERU' s) + (AR) × (AU) + (AF)
IR is the impervious area rate as established by this chapter or by amendment to this chapter. It is
applied to the number of ERU's rounded to the next whole number. An ERU is defined as two thousand
(2,000) square feet of impervious area.

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AR is the gross area rate as established by this chapter or by amendment to this chapter. It is applied
to the number of acre units (AU's) in the parcel rounded to the next whole acre.
AF is the administrative cost factor established by this chapter or by amendment to this chapter. The
AF is applied as a fixed uniform flat charge to each parcel.
H. The annual IR per ERU for the service rate charge applicable to each property shall be fifteen dollars
and seventy cents ($15.70) unless modified to equitably account for special conditions on an
individual property, adjusted for a particular property through the appeal process specified in this
chapter, or changed hereafter by ordinance.
I. The annual AR per AU for the service rate charge applicable to each property shall be zero dollars
($0.00) unless modified to equitably account for special conditions on an individual property,
adjusted for a particular property through the appeal process specified in this chapter, or changed
hereafter by ordinance.
J. The annual base rate charge AF per ach billed account shall be three dollars and sixty-six cents ($3.66)
unless changed hereafter by ordinance.

6.7.9 Exemptions and Credits Applicable to Stormwater Service Charges.
Except as provided in this section, no public or private property shall be exempt from stormwater utility
service charges or receive a credit or offset against such service charges. No exception, credit, offset or
other reduction in stormwater service charges shall be granted based on the age, tax or economic status,
race or religion of the customer, or other condition unrelated to the stormwater utility's cost of providing
stormwater services and facilities. A stormwater utility service charge credit technical manual will be
prepared by the City's consulting engineers specifying the design and performance standards of on-site
systems, facilities, activities and services which quality application of a service charge credit, and how such
credits shall be calculated. This manual will be separately approved by the City Council and, by reference,
incorporated herein.
A. Undeveloped land as defined in this chapter shall be exempt from stormwater service charges.
B. Developed land other than individual detached dwelling units, including but not limited to
multiple dwelling unit residential properties, manufactured home and mobile home parks,
commercial and office buildings, public buildings and structures, industrial and manufacturing
buildings, storage buildings and storage areas covered with impervious surfaces, parking lots,
public streets, roads, alleys and byways, parks, recreation properties, public and private schools
and universities, research stations, hospitals and convalescent centers, airports, agricultural
uses covered by impervious surfaces, water reservoirs and water and wastewater treatment
plants may receive a stormwater service charge credit. The stormwater service charge credit
shall be determined based on the technical requirements and standards contained in the
stormwater utility service charge credit technical manual. The stormwater service charge credit
may be up to one hundred percent (100%) of the service charge applicable to a property, and

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shall be proportional to the extent that on-site systems, facilities, services and activities
provided, operated and maintained by the property owner reduce or mitigate the stormwater
utility's cost of providing services and facilities.
C. Groups of detached dwelling units represented by an incorporated homeowner's association
providing on-site systems, facilities, services or activities which reduce or mitigate the
stormwater utility's cost of providing services and facilities may receive a stormwater service
charge credit. The stormwater service charge credit shall be determined based on the technical
requirements and standards contained in the stormwater utility service charge credit technical
manual. The stormwater service charge credit available to groups of detached dwelling units
may be up to one hundred percent (100%) of the service charge applicable to the individual
properties, and shall be proportional to the extent that on site systems, facilities, services and
activities provided, operated and maintained by the homeowners association reduce or
mitigate the stormwater utility's cost of providing services and facilities.
D. Any credit allowed against the service charge is conditioned on continuing compliance with the
City's design and performance standards as stated in the stormwater utility service charge
credit technical manual and/or upon continuing the provision of the systems, facilities, services
and activities provided, operated and maintained by the property owner or owners upon which
the credit is based. A credit may be revoked by the City at any time for noncompliance.
E. In addition to the foregoing credits based upon the design and performance of on-site systems,
an educational credit shall be available to all public and private schools or school systems which
agree to teach the WATER WISE program, an environmental science curriculum approved by
the Georgia Department of Education, in grades one (1) through twelve (12). The educational
credit may be up to fifty percent (50%) of the service charge applicable to a school property,
and shall be proportional to the extent the approved curriculum is taught. Educational credits
may be taken in conjunction with any other credit available under this section. The
superintendent of schools shall certify annually to the stormwater utility Director, before
August 1, the extent to which the curriculum was taught.

1.7.10 Stormwater Service Charge Billing, Delinquencies, Collections.
A. Stormwater management utility service charges shall be billed and collected in the manner and at
the interval deemed most efficient by the City and shall be payable in accordance with the rules and
regulations of the City finance department as applied generally to all bills. A stormwater service
charge bill may be sent through the United States mail or by an alternate means notifying the
customer of the amount of the bill, the date the payment is due and the past due date. Failure to
receive a bill is not justification for nonpayment. Regardless of the party to whom the bill is initially
directed, the owner of each parcel of developed land, as shown from public land records of Henry
County, shall be ultimately obligated to pay such fee. If a customer is under billed or if no bill is sent,
the City may back bill for a period of up to one (1) year, but shall not assess penalties for any

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delinquency. A one and one-half percent (1.5%) per month late charge shall be billed based on the
unpaid balance of any stormwater management utility service charge that becomes delinquent.
B. The stormwater service charge may be billed on a common statement and collected with other utility
services through separate bills or any other method by which the City could bill property owners.
C. Any stormwater management utility service charge or portion of a service charge not paid when due
may be recovered in an action at law or equity by the City.
D. In addition to any other remedies or penalties provided by the ordinance codified in this chapter or
any other ordinance of the City, failure to pay any utility service charge when billed in conjunction
with another utility bill may result in a discontinuance of any or all other utility services provided by
the City or by other with whom contractual agreements provide for discontinuance of service for
nonpayment. The owner of each property, building, premises, lot or house shall be obligated to pay
such fee, which shall be enforceable by the City by action at law or equity.
E. No lien shall be imposed for delinquent collections unless a judgment is first obtained from a court
of competent jurisdiction.
F. Suits for collection shall be commenced by the City in the county of the owner's residence; provided,
however, if the owner is not a resident of this state, suit may be filed in the Superior or State Court
of Henry County, Georgia. If a suit is instituted by the City for collection, the owner shall pay court
costs, litigation expenses and reasonable attorney's fees incurred by the City.
G. If suit is instituted for the collection of any fees due hereunder or for the enforcement of the
provisions of this chapter, the owner shall pay the court costs, litigation expenses and reasonable
attorney's fees associated therewith.

1.7.11 Appeals.
Any customer who believes the provisions of this chapter have been applied in error may appeal in the
following manner:
A. An appeal must be filed in writing with the City stormwater utility Director. In the case of service
charge appeals, the appeal shall include a survey prepared by a registered land surveyor or
professional engineer containing information on the total property area, the impervious
surface area and any other features or conditions which influence the hydrologic response of
the property to rainfall events.
B. Based on the information provided, a technical review shall be conducted by the stormwater
utility Director of the stormwater management utility and a written determination will be
issued within thirty (30) days stating whether an adjustment to the service charge is
appropriate and, if so, the amount of such adjustment.

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C. In response to an appeal, the stormwater utility Director may adjust the stormwater service
charge applicable to a property in conformance with the general purpose and intent of this
chapter.
D. A decision of the stormwater utility Director which is adverse to an appellant may be further
appealed to the City manager within thirty (30) days of receipt of notice of the adverse decision.
Notice of the appeal shall be served on the City manager by the appellant, stating the grounds
for the appeal. The City manager shall issue a written decision on the appeal within thirty (30)
days. All decisions of the City manager shall be served on the appellant personally or by
registered or certified mail, sent to the billing address of the appellant.
E. If the person or entity seeking adjustment or relief from the service charge desires, the decision
of the City manager may be appealed in writing to the Mayor and City Council. Such appeals
must be made within thirty (30) days of the decision of the City manager and include a written
basis for the appeal. The decision of the Mayor and City Council shall be final.
F. This appeal process shall not interfere with the rights of the person or entity to seek judicial
relief in a court of competent jurisdiction but shall be exhausted before judicial relief is
pursued. Any appeal to the Superior Court of Henry County must be filed within thirty (30) days
of the decision of the Mayor and City Council.
G. Notices of the appeal and decisions shall be served personally or delivered by registered or
certified mail to the address of record.
1.8 Illicit Discharge and Illegal Connection

1.8.1 General Provisions.
A. Purpose and Intent.
The purpose of this chapter is to protect the public health, safety, environment and general welfare
through the regulation of non-stormwater discharges to the City's separate storm sewer system to the
maximum extent practicable as required by federal law. This chapter establishes methods for controlling
the introduction of pollutants into the City's separate storm sewer system in order to comply with
requirements of the National Pollutant Discharge Elimination System (NPDES) permit process. The
objectives of this chapter are to:
1. Regulate the contribution of pollutants to the City's separate storm sewer system by any
person;
2. Prohibit illicit discharges and illegal connections to the City's separate storm sewer system;
3. Prevent non-stormwater discharges, generated as a result of spills, inappropriate dumping or
disposal, to the City's separate storm sewer system; and
4. To establish legal authority to carry out all inspection, surveillance, monitoring and
enforcement procedures necessary to ensure compliance with the provisions of this chapter.
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B. Applicability.
The provisions of this chapter shall apply throughout the municipal boundaries of the City and to all
discharges entering the City's storm drain system generated on any developed and undeveloped lands
unless explicitly exempted by an authorized enforcement agency.
C. Compatibility with Other Regulations.
This chapter is not intended to modify or repeal any other ordinance, rule, regulation or other provision
of law. The requirements of the ordinance codified in this chapter are in addition to the requirements of
any other ordinance, rule, regulation or other provision of law, and where any provision of the ordinance
codified in this chapter imposes restrictions different from those imposed by any other ordinance, rule,
regulation or other provision of law, whichever provision is more restrictive or imposes higher protective
standards for human health or the environment shall control.
D. Responsibility for Administration.
The authorized enforcement agency shall administer, implement and enforce the provisions of this
chapter. Any powers granted or duties imposed upon the authorized enforcement agency may be
delegated in writing by the authorized enforcement agency to persons or entities acting in the beneficial
interest of or in the employment of the agency.

6.8.2 Definitions.
"Accidental discharge" means a discharge prohibited by this chapter which occurs by chance and
without planning or thought prior to occurrence.
"Authorized enforcement agency" means employees or designees of the City manager designated
to enforce the provisions of this chapter.
"Best management practices (BMPs)" means schedules of activities, prohibitions of practices,
general good house keeping practices, pollution prevention and educational practices, maintenance
procedures and other management practices to prevent or reduce the discharge of pollutants directly or
indirectly to stormwater, receiving waters or stormwater conveyance systems. BMPs also include
treatment practices, operating procedures and practices to control site runoff, spillage or leaks, sludge or
water disposal or drainage from raw materials storage.
"City's separate storm sewer system" means any facility designed or used for collecting and/or
conveying stormwater, including but not limited to any roads with drainage systems, highways, City
streets, curbs, gutters, inlets, catch basins, piped storm drains, pumping facilities, structural stormwater
controls, ditches, swales, natural and man made or altered drainage channels, reservoirs and other
drainage structures, and which is:
1. Owned or maintained by the City;
2. Not a combined sewer; and

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3. Not part of a publicly-owned treatment works.
"Clean Water Act" means the Federal Water Pollution Control Act (33 U.S.C. § 1251 et seq.), and any
subsequent amendments thereto.
"Construction activity" means activities subject to the Georgia Erosion and Sedimentation Control
Act or NPDES General Construction Permits. These include construction projects resulting in land
disturbance. Such activities include, but are not limited to, clearing and grubbing, grading, excavating and
demolition.
"Hazardous materials" means any material, including any substance, waste or combination thereof,
which because of its quantity, concentration or physical, chemical or infectious characteristics may cause,
or significantly contribute to, a substantial present or potential hazard to human health, safety, property
or the environment when improperly treated, stored, transported, disposed of or otherwise managed.
"Illicit discharge" means any direct or indirect non-stormwater discharge to the City's separate storm
sewer system, except as exempted in Section 8.26.030 of this chapter.
"Illegal connection" means either of the following:
1. Any pipe, open channel, drain or conveyance, whether on the surface or subsurface, which
allows an illicit discharge to enter the storm drain system including but not limited to any
conveyances which allow any non-stormwater discharge including sewage, process wastewater
and wash water to enter the storm drain system, regardless or whether such pipe, open
channel, drain or conveyance has been previously allowed, permitted or approved by an
authorized enforcement agency; or
2. Any pipe, open channel, drain or conveyance connected to the City's separate storm sewer
system which has not been documented in plans, maps or equivalent records and approved by
an authorized enforcement agency.
"Industrial activity" means activities subject to NPDES Industrial Permits as defined in 40 CFR, Section
122.26(b)(14).
"National Pollutant Discharge Elimination System (NPDES) Storm Water Discharge Permit" means a
permit issued by the Georgia EPD under authority delegated pursuant to 33 USC § 1342(b) that authorizes
the discharge of pollutants to waters of the United States, whether the permit is applicable on an
individual, group, or general area-wide basis.
"Non-stormwater discharge" means any discharge to the storm drain system that is not composed
entirely of stormwater.
"Person" means, except to the extent exempted from this chapter, any individual, partnership,
organization, firm, association, joint venture, public or private corporation, trust, estate, commission,
board, public or private institution, utility, cooperative, City, county or other political subdivision of the
state, any interstate body or any other entity recognized by law and acting as either the owner or as the
owner's agent.

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"Pollutant" means anything which causes or contributes to pollution. Pollutants may include, but are
not limited to: paints, varnishes and solvents; petroleum hydrocarbons; oil and other automotive fluids;
cooking grease; detergents (biodegradable or otherwise); degreasers; cleaning chemicals; non-hazardous
liquid and solid wastes and yard wastes; refuse, rubbish, garbage, litter or other discarded or abandoned
objects and accumulations, so that same may cause or contribute to pollution; floatables; pesticides,
herbicides and fertilizers; hazardous substances and wastes; liquid and solid wastes; sewage, fecal
coliform and pathogens; dissolved and particulate metals; animal wastes; wastes and residues that result
from construction of a building or structure; concrete and cement and noxious or offensive matter of any
kind.
"Pollution" means the contamination or other alteration of any water's physical, chemical or
biological properties by the addition of any constituent and includes, but is not limited to, a change in
temperature, taste, color, turbidity or odor of such waters, or the discharge of any liquid, gaseous, solid,
radioactive or other substance into any such waters as will or is likely to create a nuisance or render such
waters harmful, detrimental or injurious to the public health, safety, welfare or environment, or to
domestic, commercial, industrial, agricultural, recreational or other legitimate beneficial uses, or to
livestock, wild animals, birds, fish or other aquatic life.
"Premises" means any building, lot, parcel of land or portion of land whether improved or
unimproved including adjacent sidewalks and parking strips.
"State waters" means any and all rivers, streams, creeks, branches, lakes, reservoirs, ponds, drainage
systems, springs, wells and other bodies of surface and subsurface water, natural or artificial, lying within
or forming a part of the boundaries of the state of Georgia which are not entirely confined and retained
completely upon the property of a single person.
"Storm drainage system" means publicly-owned facilities by which stormwater is collected and/or
conveyed, including but not limited to any roads with drainage systems, municipal streets, gutters, curbs,
inlets, piped storm drains, pumping facilities, retention and detention basins, natural and human made or
altered drainage channels, reservoirs and other drainage structures.
"Stormwater runoff" or "stormwater" means any surface flow, runoff and drainage consisting
entirely of water from any form of natural precipitation, and resulting from such precipitation.
"Stormwater pollution prevention plan" means a document which describes the best management
practices and activities to be implemented by a person or business to identify sources of pollution or
contamination at a site and the actions to eliminate or reduce pollutant discharges to stormwater,
stormwater conveyance systems and/or receiving waters to the maximum extent practicable.
"Structural stormwater control" means a structural stormwater management facility or device that
controls stormwater runoff and charges the characteristics of that runoff including, but not limited to, the
quantity and quality, the period of release or the veloCity of flow.
"Wastewater" means any water or other liquid, other than uncontaminated stormwater, discharged
from a facility.

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"Watercourse" means a permanent or intermittent stream or other body of water, either natural or
man made, which gathers or carries surface water.
"Waters of the United States" or "waters of the U.S." means:
1. All waters which are currently used, were used in the past or may be susceptible to use in
interstate or foreign commerce, including all waters which are subject to the ebb and flow of
the tide;
2. All interstate waters, including interstate "wetlands";
3. All other waters such as intrastate lakes, rivers, streams (including intermittent streams),
mudflats, sandflats, "wetlands," sloughs, prairie potholes, wet meadows, playa lakes or natural
ponds the use, degradation or destruction of which would affect or could affect interstate or
foreign commerce including any such waters:
a. Which are or could be used by interstate or foreign travelers for recreational or other
purposes;
b. From which fish or shellfish are or could be taken and sold in interstate or foreign
commerce; or
c. Which are used or could be used for industrial purposes by industries in interstate
commerce;
4. All impoundments of waters otherwise defined as waters of the United States under this
definition;
5. Tributaries of waters identified in paragraphs 1 through 4 of this definition;
6. The territorial sea; and
7. "Wetlands" adjacent to waters (other than waters that are themselves wetlands) identified in
paragraphs 1 through 6 of this definition.

1.8.3 Prohibitions.
A. Prohibition of Illicit Discharges.
No person shall throw, drain or otherwise discharge, cause or allow others under its control to throw,
drain or otherwise discharge into the City's separate storm sewer system any pollutants or waters that
cause or contribute to a violation of applicable water quality standards, other than stormwater.
The commencement, conduct or continuance of any illegal discharge to the storm drain system is
prohibited except as described as follows:
1. The following discharges are exempt from discharge prohibitions established by this chapter:
water line flushing when performed by a governmental agency or other potable water sources,
landscape irrigation or lawn watering, diverted stream flows, rising ground water, ground water

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infiltration to storm drains, uncontaminated pumped ground water, foundation or footing
drains (not including active groundwater dewatering systems), crawl space pumps, air
conditioning condensation, springs, noncommercial washing of vehicles, natural riparian
habitat or wet-land flows, swimming pools (if dechlorinated—typically less than one (1) PPM
chlorine), fire fighting activities and any other water source not containing pollutants;
2. Discharges specified in writing by the authorized enforcement agency as being necessary to
protect public health and safety;
3. Dye testing is an allowable discharge, but requires a verbal notification to the authorized
enforcement agency prior to the time of the test; and
4. The prohibition shall not apply to any non-stormwater discharge permitted under an NPDES
permit, waiver or waste discharge order issued to the discharger and administered under the
authority of the state and the Federal Environmental Protection Agency, provided that the
discharger is in full compliance with all requirements of the permit, waiver or order and other
applicable laws and regulations, and provided that written approval has been granted for any
discharge to the storm drain system.
B. Prohibition of Illegal Connections.
The construction, connection, use, maintenance or continued existence of any illegal connection to the
City's separate storm sewer system is prohibited.
1. This prohibition expressly includes, without limitation, illegal connections made in the past,
regardless of whether the connection was permissible under law or practices applicable or
prevailing at the time of the connection.
2. A person violates this chapter if the person connects a line conveying sewage to the City's
separate storm sewer system, or allows such a connection to continue.
3. Improper connections in violation of this chapter must be disconnected and redirected, if
necessary, to an approved onsite wastewater management system or the sanitary sewer
system upon approval of the sanitation department.
4. Any drain or conveyance that has not been documented in plans, maps or equivalent, and
which may be connected to the storm sewer system, shall be located by the owner or occupant
of that property upon receipt of written notice of violation from the authorized enforcement
agency requiring that such locating be completed. Such notice will specify a reasonable time
period within which the location of the drain or conveyance is to be completed, that the drain
or conveyance be identified as storm sewer, sanitary sewer or other, and that the outfall
location or point of connection to the storm sewer system, sanitary sewer system or other
discharge point be identified. Results of these investigations are to be documented and
provided to the authorized enforcement agency.

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11.8.4 Industrial or Construction Activity Discharges.
Any person subject to an industrial or construction activity NPDES Stormwater Discharge Permit shall
comply with the provisions of such permit. Proof of compliance with the permit may be required in a form
acceptable to the authorized enforcement agency prior to allowing discharges to the City's separate storm
sewer system.

1.8.5 Access and Inspection of Properties and Facilities.
A. Applicability.
This section applies to all facilities that have stormwater discharges associated with industrial activity,
including construction activity.
B. Access to Facilities.
1. The authorized enforcement agency shall be permitted to enter and inspect facilities at
reasonable times subject to regulation under the provisions of this chapter as often as may be
necessary to determine compliance with this chapter. If a discharger has security measures in
force which require proper identification and clearance before entry into its premises, the
discharger shall make the necessary arrangements to a low access to representatives of the
authorized enforcement agency.
2. Facility owners or operators shall allow the authorized enforcement agency ready access to all
parts of the premises for the purposes of inspection, sampling, photographing, videotaping,
examination and copying of records that must be kept under the conditions of an NPDES permit
to discharge stormwater, and the performance of any additional duties as defined by state and
federal law.
3. The authorized enforcement agency shall have the right to set up on any permitted facility such
devices as are necessary in the opinion of the authorized enforcement agency to conduct
monitoring and/or sampling of the facility's stormwater discharge.
4. The authorized enforce agency has the right to require the discharger to install monitoring
equipment as necessary and make the monitoring data available to the authorized
enforcement agency at the owner or operator's own expense. The facility's sampling and
monitoring equipment shall be maintained at all times in a safe and proper operating condition
by the discharger at its own expense. All devices used to measure stormwater flow and quality
shall be calibrated to ensure their accuracy.
5. Any temporary or permanent obstruction to safe and easy access to the property or facility to
be inspected and/or sampled shall be promptly removed by the operator at the written or oral
request of the authorized enforcement agency and shall not be replaced. The costs of clearing
such access shall be borne by the owner or operator.

Created: 2021-05-03 09:06:22 [EST]

(Supp. No. 49, 4-21)

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6. Unreasonable delays in allowing the authorized enforcement agency access to a permitted
facility is a violation of a stormwater discharge permit and of this chapter. A person who is the
operator of a facility with a NPDES permit to discharge stormwater associated with industrial
activity commits an offense if the person denies the authorized enforcement agency
reasonable access to the permitted facility for the purpose or conducting any activity
authorized or required by this chapter.
7. If the authorized enforcement agency has been refused access to any part of the premises from
which stormwater is discharged, and he or she is able to demonstrate probable cause to believe
that there may be a violation of this chapter, or that there is a need to inspect and/or sample
as part of a routine inspection and sampling program designed to verify compliance with this
chapter or any order issued hereunder, or to protect the overall public health, safety and
welfare of the community, then the authorized enforcement agency may seek issuance of a
search warrant from any court of competent jurisdiction.

1.8.6 Notification of Accidental Discharges and Spills.
A. Notwithstanding other requirements of law, as soon as any person responsible for a facility, activity
or operation, or responsible for emergency response for a facility, activity or operation has
information of any known or suspected release of pollutants or non-stormwater discharges from
that facility or operation which are resulting or may result in illicit discharges or pollutants
discharging into stormwater, the City's separate storm sewer system, state waters, or waters of the
United States that person shall take all necessary steps to ensure the discovery, containment and
cleanup of such release so as to minimize the effects of the discharge.
B. The person shall notify the authorized enforcement agency in person or by phone, facsimile or in
person no later than twenty-four (24) hours of the nature, quantity and time of occurrence of the
discharge. Notifications in person or by phone shall be confirmed by written notice addressed and
mailed to the authorized enforcement agency within three (3) business days of the phone call or in
person notice. If the discharge of prohibited materials emanates from a commercial or industrial
establishment, the owner or operator of such establishment shall also retain an on-site written
record of the discharge and the actions taken to prevent its recurrence. Such records shall be
retained for at least three (3) years. That person shall also take immediate steps to ensure no
recurrence of the discharge or spill.
C. In the event of such a release of hazardous materials, emergency response agencies and/or other
appropriate agencies shall be immediately notified.
D. Failure to provide notification of a release as provided above is a violation of the provisions of this
chapter.

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1.8.7 Requirement to Prevent, Control and Reduce Stormwater Pollutants by the Use of Best
Management Practices.
The authorized enforcement agency will adopt requirements identifying best management practices for
any activity, operation or facility which may cause or contribute to pollution or contaminations of
stormwater, the storm drain system, state waters or waters of the United States. The owner or operator
of a commercial or industrial establishment shall provide, at their own expense, reasonable protection
from accidental discharge of prohibited materials or other wastes into the municipal storm drain system
or watercourses through the use of these structural and non-structural BMPs. Further, any person
responsible for a property or premise, which is, or may be, the source of an illicit discharge, may be
required to implement, at the person's expense, additional structural and non-structural BMPs to prevent
the further discharge of pollutants to the City's separate storm sewer system. Compliance with all terms
and conditions of a valid NPDES permit authorizing the discharge of stormwater associated with industrial
activity, to the extent practicable, shall be deemed compliant with the provisions of this section. These
BMPs shall be part of a stormwater pollution prevention plan (SWPP) as necessary for compliance with
requirements of the NPDES permit.

1.8.8 Watercourse Protection.
Every person owning property through which a watercourse passes, or such person's lessee, shall keep
and maintain that part of the watercourse within the property free of trash, debris, excessive vegetation
and other obstacles that would pollute, contaminate or significantly retard the flow of water through the
watercourse. In addition, the owner or lessee shall maintain existing privately owned structures within or
adjacent to a watercourse, so that such structures will not become a hazard to the use, function or physical
integrity of the watercourse.

1.8.9 Violations, Enforcement and Penalties.
A. Violations.
1. It shall be unlawful for any person to violate any provision or fail to comply with any of the
requirements of this chapter. Any person who has violated or continues to violate the
provisions of this chapter may be subject to the enforcement actions outlined in this section or
may be restrained by injunction or otherwise abated in a manner provided by law.
2. In the event the violation constitutes an immediate danger to public health or public safety,
the authorized enforcement agency is authorized to enter upon the subject private property,
without giving prior notice, to take any and all measures necessary to abate the violation
and/or restore the property. The authorized enforcement agency is authorized to seek costs of
the abatement as outlined in subsection E of this section.
B. Notice of Violation.

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Whenever the authorized enforcement agency finds that a violation of this chapter has occurred, the
authorized enforcement agency may order compliance by written notice of violation.
1. The notice of violation shall contain:
a. The name and address of the alleged violator;
b. The address, when available, or a description of the building, structure or land upon which
the violation is occurring, or has occurred;
c. A statement specifying the nature of the violation;
d A description of the remedial measures necessary to restore compliance with the
ordinance codified in this chapter and a time schedule for the completion of such remedial
action;
e. A statement that, should the violator fail to remediate or restore within the established
deadline, the work will be done by a designated governmental agency or a contractor and
the expense shall be charged to the violator;
f. A statement of the penalty or penalties that shall or may be assessed against the person
to whom the notice of violation is directed; and,
g. A statement that the determination of violation may be appealed to the authorized
enforcement agency by filing a written notice of appeal within thirty (30) days of service
of notice of violation.
2. Such notice may require without limitation:
a. The performance of monitoring, analyses and reporting;
b. The elimination of illicit discharges and illegal connections;
c. That violating discharges, practices or operations shall cease and desist;
d. The abatement or remediation of stormwater pollution or contamination hazards and the
restoration of any affected property;
e. Payment of costs to cover administrative and abatement costs; and,
f. The implementation of pollution prevention practices.
C. Appeal of Notice of Violation.
Any person receiving a notice of violation may appeal the determination of the authorized enforcement
agency. The notice of appeal must be received within thirty (30) days from the date of the notice of
violation. Hearing on the appeal before the appropriate authority or his/her designee shall take place
within fifteen (15) days from the date of receipt of the notice of appeal. The decision of the municipal
authority or their designee shall be final.

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D. Enforcement of Measures After Appeal.
If the violation has not been corrected pursuant to the requirements set forth in the notice or violation,
or, in the event of an appeal, within thirty (30) days of the decision of the municipal authority upholding
the decision of the authorized enforcement agency, then representatives of the authorized enforcement
agency shall enter upon the subject private property and are authorized to take any and all measures
necessary to abate the violation and/or restore the property. It shall be unlawful for any person, owner,
agent or person in possession of any premises to refuse to allow the authorized enforcement agency or
designated contractor to enter upon the premises for the purposes set forth above.
E. Costs of Abatement of the Violation.
After abatement of the violation, the owner of the property will be notified of the cost of abatement,
including administrative costs. The property owner may file a written protest objecting to the assessment
or to the amount of the assessment within fifteen (15) days of such notice. If the amount due is not paid
within thirty (30) days after receipt of notice, or if an appeal is taken, within thirty (30) days after a decision
on the appeal, the charges shall become a special assessment against the property and shall constitute a
lien on the property for the amount of the assessment.
Any person violating any of the provisions of this chapter shall become liable to the City by reason of such
violation.
F. Civil Penalties.
1. In the event the alleged violator fails to take the remedial measures set forth in the notice of
violation or otherwise fails to cure the violations described therein within ten (10) days, or such
greater period as the authorized enforcement agency shall deem appropriate, after the
authorized enforcement agency has taken one or more of the actions described above, the
authorized enforcement agency may impose a penalty not to exceed one thousand dollars
($1,000.00) (depending on the severity of the violation) for each day the violation remains
unremedied after receipt of the notice of violation.
2. Injunctive Relief.
It shall be unlawful for any person to violate any provision or fail to comply with any of the
requirements of this chapter. If a person has violated, or continues to violate, the provisions of this
chapter, the authorized enforcement agency may petition for a preliminary or permanent injunction
restraining the person from activities which would create further violations or compelling the person
to perform abatement or remediation of the violation.
3. Compensatory Action.
In lieu of enforcement proceedings, penalties and remedies authorized by this chapter, the
authorized enforcement agency may impose upon a violator alternative compensatory actions, such
as storm drain stenciling, attendance at compliance workshops, creek cleanup, etc.

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G. Criminal Penalties.
Any person violating the terms of this chapter shall be punished in municipal court as provided for in
Section 1.04.080. Each day the violation continues shall be considered a separate offense.
H. Violations Deemed a Public Nuisance.
In addition to the enforcement processes and penalties provided, any condition caused or permitted to
exist in violation of any of the provisions of this chapter is a threat to public health, safety and welfare,
and is declared and deemed a nuisance, and may be summarily abated or restored at the violator's
expense, and/or a civil action to abate, enjoin or otherwise compel the cessation of such nuisance may be
taken.
I. Remedies Not Exclusive.
The remedies listed in this chapter are not exclusive of any other remedies available under any applicable
federal, state or local law and it is within the discretion of the authorized enforcement agency to seek
cumulative remedies.

1.8.10 Ultimate Responsibility.
The standards set forth in this chapter and promulgated pursuant to the ordinance codified in this chapter
are minimum standards; therefore this chapter does not intend nor imply that compliance by any person
will ensure that there will be no contamination, pollution nor unauthorized discharge of pollutants.

1.8.11 Severability.
The provisions of this chapter are hereby declared to be severable. If any provision, clause, sentence or
paragraph of this chapter or the application thereof to any person, establishment or circumstances shall
be held invalid, such invalidity shall not affect the other provisions or application of this chapter.

1.8.12 Adoption of Ordinance.
The ordinance codified in this chapter shall be in full force and effect after its final passage and adoption.
All prior ordinances and parts of ordinances in conflict with this ordinance are hereby repealed.

1.9 Floodplain Management/ Flood Damage Prevention

1.9.1 Findings of Fact.
A. The flood hazard areas of the City of Stockbridge are subject to periodic inundation which may result
in loss of life and property, health and safety hazards, disruption of commerce and governmental
services, extraordinary public expenditures for flood relief and protection, and impairment of the tax
base, all of which adversely affect the public health, safety and general welfare.

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B. Flood hazard areas can serve important stormwater management, water quality, streambank
protection, stream corridor protection, wetland preservation and ecological purposes when
permanently protected as undisturbed or minimally disturbed areas.
C. Effective floodplain management and flood hazard protection activities can (1) protect human life
and health; (2) minimize damage to private property; (3) minimize damage to public facilities and
infrastructure such as water and gas mains, electric, telephone and sewer lines, streets and bridges
located in floodplains; and (4) minimize expenditure of public money for costly flood control projects
associated with flooding and generally undertaken at the expense of the general public.
D. Article IX, Section II of the Constitution of the state of Georgia and Section 36-1-20(a) of the Official
Code of Georgia Annotated have delegated the responsibility to local governmental units to adopt
regulations designed to promote the public health, safety, and general welfare of its citizenry.
Therefore, the City of Stockbridge, Georgia, does ordain this chapter and establishes this set of
floodplain management and flood hazard reduction policies for the purpose of regulating the use of
flood hazard areas. It is determined that the regulation of flood hazard areas and the prevention of
flood damage are in the public interest and will minimize threats to public health and safety, as well
as to private and public property.

1.9.2 Purpose and Intent.
The purpose of this chapter is to protect, maintain and enhance the public health, safety, environment
and general welfare and to minimize public and private losses due to flood conditions in flood hazard
areas, as well as to protect the beneficial uses of floodplain areas for water quality protection, streambank
and stream corridor protection, wetlands preservation and ecological and environmental protection by
provisions designed to:
A. Require that uses vulnerable to floods, including facilities which serve such uses, be protected
against flood damage at the time of initial construction;
B. Restrict or prohibit uses which are dangerous to health, safety and property due to flooding or
erosion hazards, or which increase flood heights, velocities, or erosion;
C. Control filling, grading, dredging and other development which may increase flood damage or
erosion;
D. Prevent or regulate the construction of flood barriers which will unnaturally divert floodwaters
or which may increase flood hazards to other lands;
E. Limit the alteration of natural floodplains, stream channels, and natural protective barriers
which are involved in the accommodation of floodwaters; and
F. Protect the stormwater management, water quality, streambank protection, stream corridor
protection, wetland preservation and ecological functions of natural floodplain areas.

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1.9.3 Definitions.
As used in this chapter:
“Addition” means any walled and roofed expansion to the perimeter or height of a building.
"Appeal" means a request for a review of the appointed official's interpretation of any provision of
this chapter.
“Area of future-conditions flood hazard” means the land area that would be inundated by the one-
percent-annual-chance flood based on future-conditions hydrology (100-year future conditions flood).
"Area of shallow flooding" means a designated AO or AH Zone on a community's Flood Insurance
Rate Map (FIRM) with a one percent or greater chance of flooding to an average depth of one to three
feet where a clearly defined channel does not exist, where the path of flooding is unpredictable and
indeterminate, and where velocity flow may be evident. Such flooding is characterized by ponding or
sheet flow.
"Area of Special Flood Hazard" means the land area subject to a one percent or greater chance of
flooding in any given year. This includes all floodplain and flood prone areas at or below the base flood
elevation designated as Zones A, A1-30, A-99, AE, AO, AH, and AR on a community's Flood Insurance Rate
Map (FIRM).
"Base flood" means the flood having a one percent (1%) chance of being equaled or exceeded in any
given year, also known as the one hundred (100) year flood.
"Base flood elevation" means the highest water surface elevation anticipated at any given location
during the base flood.
"Basement" means any area of a building having its floor subgrade below ground level on all sides.
"Building" has the same meaning as “Structure”.
"Development" means any man-made change to improved or unimproved real estate including, but
not limited to, buildings or other structures, mining, dredging, filling, clearing, grubbing, grading, paving,
any other installation of impervious cover, excavation or drilling operations or storage of equipment or
materials.
"Elevated Building" means a non-basement building which has its lowest elevated floor raised above
the ground level by foundation walls, shear walls, posts, piers, pilings, or columns.
"Existing construction" means any structure for which the start of construction commenced before
June 2, 1987.
"Existing manufactured home park or subdivision" means a manufactured home park or subdivision
for which the construction of facilities for servicing the lots on which the manufactured homes are to be
affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final
site grading or the pouring of concrete pads) is completed before June 2, 1987.

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"Expansion to an existing manufactured home park or subdivision" means the preparation of
additional sites by the construction of facilities for servicing the lots on which the manufactured homes
are to be affixed, including the installation of utilities, the construction of streets, and either final site
grading or the pouring of concrete pads.
"FEMA" means the Federal Emergency Management Agency.
"Flood" or "flooding" means a general and temporary condition of partial or complete inundation of
normally dry land areas from:
1. The overflow of inland or tidal waters; or
2. The unusual and rapid accumulation or runoff of surface waters from any source.
"Flood Insurance Rate Map" or "FIRM" means an official map of a community, issued by FEMA,
delineating the areas of special flood hazard and/or risk premium zones applicable to the community.
"Flood Insurance Study" or "FIS" means the official report by FEMA providing an examination,
evaluation and determination of flood hazards and corresponding flood profiles and water surface
elevations of the base flood.
"Floodplain" or “Flood-prone Area” means any land area susceptible to flooding.
"Floodproofing" means any combination of structural and nonstructural additions, changes, or
adjustments to structures which reduce or eliminate flood damage to real estate or improved real
property, water and sanitary facilities, structures and their contents.
"Floodway" or "Regulatory Floodway" means the channel of a stream, river, or other watercourse
and the adjacent areas that must be reserved in order to discharge the base flood without cumulatively
increasing the water surface elevation more than a designated height.
"Functionally Dependent Use" means a use which cannot perform its intended purpose unless it is
located or carried out in close proximity to water. The term includes only docking facilities, port facilities
that are necessary for the loading and unloading of cargo or passengers, and ship building and ship repair
facilities, but does not include long-term storage or related manufacturing facilities.
"Future-conditions flood" means the flood having a one percent (1%) chance of being equaled or
exceeded in any given year based on future-conditions hydrology. Also known as the one hundred (100)
year future-conditions flood.
"Future-conditions Flood Elevation" means the highest water surface elevation anticipated at any
given location during the future-conditions flood.
"Future-conditions floodplain" means any land area susceptible to flooding by the future-conditions
flood.
"Future-conditions hydrology" means the flood discharges associated with projected land use
conditions based on a community's zoning map, comprehensive land use plans, and/or watershed study

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projections, and without consideration of projected future construction of flood detention structures or
projected future hydraulic modifications within a stream or other waterway, such as bridge and culvert
construction, fill, and excavation.
"Highest Adjacent Grade" means the highest natural elevation of the ground surface prior to
construction next to the proposed walls of a structure.
"Historic structure" means any structure that is:
1. Listed individually in the National Register of Historic Places (a listing maintained by the U.S.
Department of Interior) or preliminarily determined by the Secretary of the Interior as meeting
the requirements for individual listing on the National Register;
2. Certified or preliminarily determined by the Secretary of the Interior as contributing to the
historical significance of a registered historic district or a district preliminarily determined by the
Secretary to qualify as a registered historic district;
3. Individually listed on a state inventory of historic places and determined as eligible by states
with historic preservation programs which have been approved by the Secretary of the Interior;
or
4. Individually listed on a local inventory of historic places and determined as eligible by
communities with historic preservation programs that have been certified either:
a. By an approved state program as determined by the Secretary of the Interior, or
b. Directly by the Secretary of the Interior in states without approved programs.
"Lowest floor" means the lowest floor of the lowest enclosed area, including basement. An
unfinished or flood-resistant enclosure, used solely for parking of vehicles, building access, or storage, in
an area other than a basement, is not considered a building's lowest floor, provided that such enclosure
is not built so as to render the structure in violation of other provisions of this chapter.
"Manufactured Home" means a structure, transportable in one or more sections, which is built on a
permanent chassis and is designed to be used with or without a permanent foundation when attached to
the required utilities. The term includes any structure commonly referred to as a “mobile home”
regardless of the date of manufacture. The term also includes parked trailers, travel trailers and similar
transportable structures placed on a site for 180 consecutive days or longer and intended to be improved
property. The term does not include a “recreational vehicle.”
"Mean Sea Level" means the datum to which base flood elevations shown on a community’s Flood
Insurance Rate Map (FIRM) are referenced. For purposes of this ordinance the term is synonymous with
National Geodetic Vertical Datum (NGVD) of 1929 or the North American Vertical Datum (NAVD) of 1988.
"New construction" means any structure (see definition) for which the start of construction
commenced after June 2, 1987, and includes any subsequent improvements to the structure.

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"New manufactured home park or subdivision" means a manufactured home park or subdivision for
which the construction of facilities for servicing the lots on which the manufactured homes are to be
affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final
site grading or the pouring of concrete pads) is completed on or after June 2, 1987.
"Owner" means the legal or beneficial owner of a site including, but not limited to, a mortgagee or
vendee in possession, receiver, executor, trustee, lessee or other person, firm or corporation in control of
the site.
"Permit" means the permit issued by the department designated by the City City Council to the
applicant which is required prior to undertaking any development activity.
"Recreational vehicle" means a vehicle which is:
1. Built on a single chassis;
2. Four hundred (400) square feet or less when measured at the largest horizontal projection;
3. Designed to be self-propelled or permanently towable by light duty truck; and
4. Designed primarily not for use as a permanent dwelling but as temporary living quarters for
recreational, camping, travel, or seasonal use.
"Site" means the parcel of land being developed, or the portion thereof on which the development
project is located.
"Start of construction" means the date the permit was issued, provided the actual start of
construction, repair, reconstruction, or improvement was within one hundred eighty (180) days of the
permit date. The actual start means the first placement of permanent construction of the structure such
as the pouring of slabs or footings, installation of piles, construction of columns, or any work beyond the
stage of excavation, and includes the placement of a manufactured home on a foundation. Permanent
construction does not include initial land preparation, such as clearing, grading and filling; nor does it
include the installation of streets and/or walkways; nor does it include excavation for a basement,
footings, piers or foundations or the erection of temporary forms; nor does it include the installation on
the property of buildings appurtenant to the permitted structure, such as garages or sheds not occupied
as dwelling units or part of the main structure. (Note: Accessory structures are not exempt from any
ordinance requirements.) For a substantial improvement, the actual start of construction means the first
alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration
affects the external dimensions of the building.
"Structure" means a walled and roofed building that is principally above ground, a manufactured
home, a gas or liquid storage tank.
"Subdivision" means the division of a tract or parcel of land resulting in one (1) or more new lots or
building sites for the purpose, whether immediately or in the future, of sale, other transfer of ownership

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or land development, and includes divisions of land resulting from or made in connection with the layout
or development of a new street or roadway or a change in an existing street or roadway.
"Substantial damage" means damage of any origin sustained by a structure whereby the cost of
restoring the structure to its before damaged condition would equal or exceed fifty percent (50%) of the
market value of the structure before the damage occurred.
"Substantial improvement" means any combination of repairs, reconstruction, alteration, or
improvements to a building, taking place during a ten (10) year period, in which the cumulative cost equals
or exceeds fifty percent (50%) of the market value of the structure prior to the improvement. The market
value of the building means: (1) the appraised value of the structure prior to the start of the initial repair
or improvement; or (2) in the case of damage, the value of the structure prior to the damage occurring.
This term includes structures which have incurred "substantial damage" regardless of the actual amount
of repair work performed. For the purposes of this definition, "substantial improvement" is considered to
occur when the first alteration of any wall, ceiling, floor, or other structural part of the building
commences, whether or not that alteration affects the external dimensions of the building. The term does
not, however, include those improvements of a building required to comply with existing health, sanitary,
or safety code specifications which are solely necessary to assure safe living conditions, which have been
pre-identified by the code enforcement official, and not solely triggered by an improvement or repair
project.
"Substantially improved existing manufactured home park or subdivision" is where the repair,
reconstruction, rehabilitation or improvement of the streets, utilities and pads equals or exceeds fifty
percent (50%) of the value of the streets, utilities and pads before the repair, reconstruction or
improvement commenced.
"Variance" is a grant of relief from the requirements of this chapter which permits construction in a
manner otherwise prohibited by this chapter.
"Violation" means the failure of a structure or other development to be fully compliant with the
community's floodplain management regulations. A structure or other development without the
elevation certificate, other certificates, or other evidence of compliance required in this chapter is
presumed to be in violation until such time as that documentation is provided.

1.9.4 Applicability.
This chapter shall be applicable to all areas of special flood hazard within the City of Stockbridge.

1.9.5 Designation of Ordinance Administrator.
The official designated by the Mayor and City Council is appointed to administer and implement the
provisions of this chapter.

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1.9.6 Basis for Area of Special Flood Hazard, Areas of Future-conditions Flood Hazard and Associated
Floodplain Characteristics - Flood Area Maps and Studies.
For the purposes of defining and determining “Areas of Special Flood Hazard,” “Areas of Future-
conditions Flood Hazard,” “Areas of Shallow Flooding,” “Base Flood Elevations,” “Floodplains,”
“Floodways,” “Future-conditions Flood Elevations,” “Future-conditions Floodplains,” potential flood
hazard or risk categories as shown on FIRM maps, and other terms used in this ordinance, the
following documents and sources may be used for such purposes and are adopted by reference
thereto:
A. The Flood Insurance Study ("FIS"), dated March 3, 1976, with accompanying maps and other
supporting data and any revision thereto are adopted by reference. (For those land areas
acquired by a municipality through annexation, the current effective FIS and data for Henry
County, dated November 2, 1983, with accompanying maps and other supporting data and any
revision thereto are adopted by reference.)
B. Other studies which may be relied upon for the establishment of the base flood elevation or
delineation of the one hundred (100) year floodplain and flood-prone areas include:
1. Any flood or flood-related study conducted by the United States Army Corps of Engineers, the
United States Geological Survey or any other local, state or federal agency applicable to the
City of Stockbridge; or
2. Any base flood study authored by a registered professional engineer in the state of Georgia
which has been prepared by the Federal Emergency Management Agency ("FEMA") approved
methodology and approved by the department designated by the Henry County Board of
Commissioners.
C. Other studies which may be relied upon for the establishment of the future-conditions flood
elevation or delineation of the future-conditions floodplain and flood-prone areas include:
1. Any flood or flood-related study conducted by the United States Army Corps of Engineers, the
United States Geological Survey, or any other local, state or federal agency applicable to the
City of Stockbridge; or
2. Any future-conditions flood study authored by a registered professional engineer in the state of
Georgia which has been prepared by FEMA-approved methodology and approved by the
department designated by the Henry County Board of Commissioners.
D. The repository for public inspection of the FIS, accompanying maps and other supporting data
is located at the department designated by the Henry County Board of Commissioners.

1.9.7 Warning and Disclaimer of Liability.
The degree of flood protection required by this chapter is considered reasonable for regulatory purposes
and is based on scientific and engineering considerations. Larger floods can and will occur; flood heights

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may be increased by man-made or natural causes. This chapter does not imply that land outside the areas
of special flood hazard or uses permitted within such areas will be free from flooding or flood damages.
This chapter shall not create liability on the part of the City of Stockbridge or by any officer or employee
thereof for any flood damages that result from reliance on this chapter or any administrative decision
lawfully made thereunder.

1.9.8 Permit Procedures and Requirements.
No owner or developer shall perform any development activities on a site where an area of special flood
hazard or area of future conditions flood hazard is located without first meeting the requirements of this
chapter prior to commencing the proposed activity.
Unless specifically excluded by this chapter, any landowner or developer desiring a permit for a
development activity shall submit to the department designated by the Henry County Board of
Commissioners a permit application on a form provided by such department for that purpose.
No permit will be approved for any development activities that do not meet the requirements, restrictions
and criteria of this chapter.

1.9.9 Floodplain Management Plan Requirements.
An application for a development project with any area of special flood hazard located on the site will be
required to include a floodplain management/flood damage prevention plan. This plan shall include the
following items:
A. Site plan drawn to scale, which includes, but is not limited to:
1. Existing and proposed elevations of the area in question and the nature, location and
dimensions of existing and/or proposed structures, earthen fill placement, amount and
location of excavation material, and storage of materials or equipment,
2. For all proposed structures, spot ground elevations at building corners and twenty-foot (20′) or
smaller intervals along the foundation footprint, or one foot (1′) contour elevations throughout
the building site,
3. Proposed locations of water supply, sanitary sewer, and utilities,
4. Proposed locations of drainage and stormwater management facilities,
5. Proposed grading plan,
6. Base flood elevations and future-conditions flood elevations,
7. Boundaries of the base flood floodplain and future-conditions floodplain,
8. If applicable, the location of the floodway, and
9. Certification of the above by a registered professional engineer or surveyor;

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B. Building and foundation design detail, including but not limited to:
1. Elevation in relation to mean sea level (or highest adjacent grade) of the lowest floor, including
basement, of all proposed structures,
2. Elevation in relation to mean sea level to which any nonresidential structure will be
floodproofed,
3. Certification that any proposed nonresidential floodproofed structure meets the criteria in
Section 8.28.190(B) of this chapter,
4. For enclosures below the base flood elevation, location and total net area of foundation
openings as required in Section 8.28.180(E) of this chapter, and
5. Design plans certified by a registered professional engineer or architect for all proposed
structure(s);
C. Description of the extent to which any watercourse will be altered or relocated as a result of the
proposed development;
D. Hard copies and digital files of computer models, if any, copies of work maps, comparison of
pre- and post-development conditions base flood elevations, future-conditions flood elevations,
flood protection elevations, special flood hazard areas and regulatory floodway widths, flood
profiles and all other computations and other information similar to that presented in the FIS;
E. Copies of all applicable State and Federal permits necessary for proposed development,
including but not limited to permits required by Section 404 of the Federal Water Pollution
Control Act, Amendments of 1972, 33 U.S.C. 1334; and
F. All appropriate certifications required under this chapter.
The approved floodplain management/flood damage prevention plan shall contain certification by the
applicant that all development activities will be done according to the plan or previously approved
revisions. Any and all development permits and/or use and occupancy certificates or permits may be
revoked at any time if the construction and development activities are not in strict accordance with
approved plans.
1.9.10 Construction Stage Submittal Requirements.
For all new construction and substantial improvements on sites with a floodplain management/flood
damage prevention plan, the permit holder shall provide to the department designated by the City a
certified as-built elevation certificate or floodproofing certificate for nonresidential construction including
the lowest floor elevation or floodproofing level immediately after the lowest floor or floodproofing is
completed. A final elevation certificate shall be provided after completion of construction including final
grading of the site. Any lowest floor certification made relative to mean sea level shall be prepared by or
under the direct supervision of a registered land surveyor or professional engineer and certified by same.

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When floodproofing is utilized for nonresidential structures, such certification shall be prepared by or
under the direct supervision of a professional engineer or architect and certified by same.
Any work undertaken prior to approval of these certifications shall be at the permit holder's risk. The
department designated by the Henry County Board of Commissioners shall review the above referenced
certification data submitted. Deficiencies detected by such review shall be corrected by the permit holder
immediately and prior to further work being allowed to proceed. Failure to submit certification or failure
to make the corrections required by this chapter shall be cause to issue a stop-work order for the project.

1.9.11 Duties and Responsibilities of the Administrator.
Duties of the official designated by the City to administer this chapter shall include, but shall not be limited
to:
A. Review all development applications and permits to assure that the requirements of this chapter
have been satisfied and to determine whether proposed building sites will be reasonably safe
from flooding;
B. Review proposed development to assure that all necessary permits have been received from
those governmental agencies from which approval is required by Federal or State law, including
but not limited to Section 404 of the Federal Water Pollution Control Act, Amendments of 1972,
33 U.S.C. 1334;
C. When base flood elevation data or floodway data have not been provided, then the official
designated by the City and/or his designee shall require the applicant to obtain, review and
reasonably utilize any base flood elevation and floodway data available from a federal, state or
other sources in order to meet the provisions of subsections D and E of this section;
D. Review and record the actual elevation in relation to mean sea level (or highest adjacent grade)
of the lowest floor, including basement, of all new or substantially improved structures;
E. Review and record the actual elevation, in relation to mean sea level to which any substantially
improved structures have been floodproofed;
F. When floodproofing is utilized for a nonresidential structure, the official designated by the Henry
County Board of Commissioners and/or his designee shall obtain certification of design criteria
from a registered professional engineer or architect;
G. Notify affected adjacent communities and the Georgia Department of Natural Resources prior
to any alteration or relocation of a watercourse and submit evidence of such notification to the
Federal Emergency Management Agency (FEMA);
H. Where interpretation is needed as to the exact location of boundaries of the areas of special
flood hazard (e.g., where there appears to be a conflict between a mapped boundary and actual
field conditions), the official designated by the Henry County Board of Commissioners and/or
his designee shall make the necessary interpretation. Any person contesting the location of the

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boundary shall be given a reasonable opportunity to appeal the interpretation as provided in
this chapter. Where floodplain elevations have been defined, the floodplain shall be determined
based on flood elevations rather than the area graphically delineated on the floodplain maps;
and
I. All records pertaining to the provisions of this chapter shall be maintained in the department
designated by the Henry County Board of Commissioners and shall be open for public inspection.
J. Coordinate all FIRM revisions with the GA DNR and FEMA; and
K. Review variance applications and make recommendations to the appointed board.

1.9.12 Definition of Floodplain Boundaries.
A. Studied "A" zones, as identified in the FIS, shall be used to establish base flood elevations whenever
available.
B. For all streams with a drainage area of one hundred (100) acres or greater, the future-conditions
flood elevations shall be provided by the department designated by the Henry County Board of
Commissioners. If future-conditions elevation data is not available from the department designated
by the Henry County Board of Commissioners, then it shall be determined by a registered
professional engineer using a method approved by FEMA and the department designated by the
Henry County Board of Commissioners.

1.9.13 Standards for Development.
The width of a floodway shall be determined from the FIS or FEMA-approved flood study. For all streams
with a drainage area of one hundred (100) acres or greater, the regulatory floodway shall be provided by
the department designated by the City. If floodway data is not available from the department, then it shall
be determined by a registered professional engineer using a method approved by FEMA and the
department designated by the City.

1.9.14 General Standards.
A. No development shall be allowed within the future-conditions floodplain that could result in any of
the following:
1. Raising the base flood elevation or future-conditions flood elevation equal to or more than 0.01
foot;
2. Reducing the base flood or future-conditions flood storage capacity;
3. Changing the flow characteristics as to the depth and velocity of the waters of the base flood or
future-conditions flood as they pass both the upstream and the downstream boundaries of the
development area; or

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4. Creating hazardous or erosion-producing velocities, or resulting in excessive sedimentation.
B. Any development within the future-conditions floodplain allowed under subsection (B)(1) of this
section shall also meet the following conditions:
1. Compensation for storage capacity shall occur between the average groundwater table
elevation and the base flood elevation for the base flood, and between the average groundwater
table elevation and the future-conditions flood elevation for the future-conditions flood, and lie
either within the boundaries of ownership of the property being developed and shall be within
the immediate vicinity of the location of the encroachment. Acceptable means of providing
required compensation include lowering of natural ground elevations within the floodplain, or
lowering of adjoining land areas to create additional floodplain storage. In no case shall any
required compensation be provided via bottom storage or by excavating below the elevation of
the top of the natural (pre-development) stream channel unless such excavation results from
the widening or relocation of the stream channel;
2. Cut areas shall be stabilized and graded to a slope of no less than two percent (2%);
3. Effective transitions shall be provided such that flow velocities occurring on both upstream and
downstream properties are not increased or decreased;
4. Verification of no-rise conditions (0.01 foot or less), flood storage volumes, and flow
characteristics shall be provided via a step-backwater analysis meeting the requirements of
Section 8.28.150 of this chapter;
5. Public utilities and facilities, such as water, sanitary sewer, gas, and electrical systems, shall be
located and constructed to minimize or eliminate infiltration or contamination from
floodwaters; and
6. Any significant physical changes to the base flood floodplain shall be submitted as a Conditional
Letter of Map Revision ("CLOMR") or Conditional Letter of Map Amendment ("CLOMA"),
whichever is applicable. The CLOMR submittal shall be subject to approval by the department
designated by the Henry County Board of Commissioners using the community consent forms
before forwarding the submittal package to FEMA for final approval. The responsibility for
forwarding the CLOMR to FEMA and for obtaining the CLOMR approval shall be the
responsibility of the applicant. Within six (6) months of the completion of construction, the
applicant shall submit as-built surveys for a final Letter of Map Revision ("LOMR").

1.9.15 Engineering Study Requirements for Floodplain Encroachments.
An engineering study is required, as appropriate, to the proposed development activities on the site,
whenever a development proposes to disturb any land within the future-conditions floodplain, except for
a residential single-lot development on streams without established base flood elevations and/or
floodways for which the provisions of Section 8.28.210 of this chapter apply. This study shall be prepared

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by a currently registered professional engineer in the state of Georgia and made a part of the application
for a permit. This information shall be submitted to and approved by the department designated by the
Henry County Board of Commissioners prior to the approval of any permit which would authorize the
disturbance of land located within the future-conditions floodplain. Such study shall include:
A. Description of the extent to which any watercourse or floodplain will be altered or relocated as
a result of the proposed development;
B. Step-backwater analysis, using a FEMA-approved methodology and approved by the
department designated by the City. Cross-sections (which may be supplemented by the
applicant) and flow information will be obtained whenever available. Computations will be
shown duplicating FIS results and will then be rerun with the proposed modifications to
determine the new base flood profiles, and future-conditions flood profiles;
C. Floodplain storage calculations based on cross-sections (at least one (1) every one hundred feet
(100′)) showing existing and proposed floodplain conditions to show that base flood floodplain
and future-conditions floodplain storage capacity would not be diminished by the development;
and
D. The study shall include a preliminary plat, grading plan, or site plan, as appropriate, which shall
clearly define all future-conditions floodplain encroachments.
1.9.16 Floodway Encroachments.
Located within areas of special flood hazard are areas designated as floodway. A floodway may be an
extremely hazardous area due to velocity floodwaters, debris or erosion potential. In addition, floodways
must remain free of encroachment in order to allow for the discharge of the base flood without increased
flood heights. Therefore, the following provisions shall apply:
A. Encroachments are prohibited, including earthen fill, new construction, substantial
improvements or other development within the regulatory floodway, except for activities
specifically allowed in subsection B of this section;
B. Encroachments for bridges, culverts, roadways and utilities within the regulatory floodway may
be permitted, provided it is demonstrated through hydrologic and hydraulic analyses performed
in accordance with standard engineering practice that the encroachment shall not result in any
increase to the pre-project base flood elevations, floodway elevations, or floodway widths
during the base flood discharge. A registered professional engineer must provide supporting
technical data and certification thereof; and
C. If the applicant proposes to revise the floodway boundaries, no permit authorizing the
encroachment into or an alteration of the floodway shall be issued by the department
designated by the Henry County Board of Commissioners until an affirmative Conditional Letter
of Map Revision ("CLOMR") is issued by FEMA and no-rise certification is approved by the
department designated by the Henry County Board of Commissioners.

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1.9.17 Maintenance Requirements.
The property owner shall be responsible for continuing maintenance as may be needed within an altered
or relocated portion of a floodplain on his property so that the flood-carrying or flood storage capacity is
not diminished. The department designated by the City may direct the property owner (at no cost to the
City of Stockbridge) to restore the flood-carrying or flood storage capacity of the floodplain if the owner
has not performed maintenance as required by the approved floodplain management plan on file with
the department designated by the Henry County Board of Commissioners.
1.9.18 Provisions for Flood Damage Reduction.
In all areas of special flood hazard and areas of future-conditions flood hazard the following provisions
apply:
A. New construction of principal buildings (residential or nonresidential), including manufactured
homes, shall not be allowed within the limits of the future-conditions floodplain, unless all
requirements of Sections 8.28.140, 8.28.150 and 8.28.160 of this chapter have been met.
B. New construction or substantial improvements of existing structures shall be anchored to
prevent flotation, collapse or lateral movement of the structure.
C. New construction or substantial improvements of existing structures shall be constructed with
materials and utility equipment resistant to flood damage.
D. New construction or substantial improvements of existing structures shall be constructed by
methods and practices that minimize flood damage.
E. Elevated Buildings. All new construction and substantial improvements of existing structures
that include any fully enclosed area located below the lowest floor formed by foundation and
other exterior walls shall be designed so as to be an unfinished and flood-resistant enclosure.
The enclosure shall be designed to equalize hydrostatic flood forces on exterior walls by allowing
for the automatic entry and exit of floodwater.
1. Designs for complying with this requirement must either be certified by a professional engineer
or architect or meet the following minimum criteria:
a. Provide a minimum of two (2) openings having a total net area of not less than one (1)
square inch for every square foot of enclosed area subject to flooding,
b. The bottom of all openings shall be no higher than one foot (1′) above grade, and
c. Openings may be equipped with screens, louvers, valves or other coverings or devices
provided they permit the automatic flow of floodwater in both directions;
2. So as not to violate the "lowest floor" criteria of this chapter, the unfinished and flood-resistant
enclosure shall solely be used for parking of vehicles, limited storage of maintenance
equipment used in connection with the premises, or entry to the elevated area; and

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3. The interior portion of such enclosed area shall not be partitioned or finished into separate
rooms.
F. All heating and air conditioning equipment and components (including ductwork), all electrical,
ventilation, plumbing, and other service facilities shall be designed and/or located three feet (3′)
above the base flood elevation or one foot (1′) above the future-conditions flood elevation,
whichever is higher, so as to prevent water from entering or accumulating within the
components during conditions of flooding.
G. Manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement.
Methods of anchoring may include, but are not limited to, use of over-the-top or frame ties to
ground anchors. This standard shall be in addition to and consistent with applicable state
requirements for resisting wind forces.
H. All proposed development shall include adequate drainage and stormwater management
facilities per the requirements of the City of Stockbridge to reduce exposure to flood hazards.
I. New and replacement water supply systems shall be designed to minimize or eliminate
infiltration of floodwaters into the system.
J. New and replacement sanitary sewage systems shall be designed to minimize or eliminate
infiltration of floodwaters into the systems and discharges from the systems into floodwaters.
K. On-site waste disposal systems shall be located and constructed to avoid impairment to them,
or contamination from them, during flooding.
L. Any alteration, repair, reconstruction or improvement to a structure which is not compliant with
the provisions of this chapter, shall be undertaken only if the nonconformity is not furthered,
extended or replaced.
M. If the proposed development is located in multiple flood zones or multiple base flood elevation
cross the proposed site, the higher or more restrictive base flood elevation or future condition
elevation and development standards shall take precedence.
N. When only a portion of a proposed structure is located within a flood zone or the future
conditions floodplain, the entire structure shall meet the requirements of this ordinance; and
O. Subdivision proposals and other proposed new development, including manufactured home
parks or subdivisions, shall be reasonably safe from flooding:
1. All such proposals shall be consistent with the need to minimize flood damage within the flood-
prone area;
2. All public utilities and facilities, such as sewer, gas, electrical, and water systems shall be located
and constructed to minimize or eliminate flood damage; and
3. Adequate drainage shall be provided to reduce exposure to flood hazards.

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1.9.19 Building Standards for Structures and Buildings within the Future-conditions Floodplain.
The following provisions, in addition to those in Section 8.28.180 of this chapter, shall apply:
A. Residential Buildings.
1. New Construction. New construction of principal residential structures shall not be allowed
within the limits of the future-conditions floodplain unless all requirements of Sections
8.28.140, 8.28.150 and 8.28.160 of this chapter have been met. If all of the requirements of
Sections 8.28.140, 8.28.150 and 8.28.160 of this chapter have been met, all new construction
shall have the lowest floor, including basement, elevated no lower than three feet (3′) above
the base flood elevation or one foot (1′) above the future-conditions flood elevation, whichever
is higher. Should solid foundation perimeter walls be used to elevate the structure, openings
sufficient to automatically equalize the hydrostatic flood forces on exterior walls shall be
provided in accordance with standards of Section 8.28.180(E) of this chapter.
2. Substantial Improvements. Substantial improvement of any principal structure or manufactured
home shall have the lowest floor, including basement, elevated no lower than three feet (3′)
above the base flood elevation or one foot (1′) above the future-conditions flood elevation,
whichever is higher. Should solid foundation perimeter walls be used to elevate a structure,
openings sufficient automatically equalize the hydrostatic flood forces on exterior walls shall
be provided in accordance with standards of Section 8.28.180(E) of this chapter.
B. Non-residential Buildings.
1. New Construction. New construction of principal non-residential structures shall not be allowed
within the limits of the future-conditions floodplain unless all requirements of Sections
8.28.140, 8.28.150 and 8.28.160 of this chapter have been met. If all of the requirements of
Sections 8.28.140, 8.28.150 and 8.28.160 have been met, all new construction shall have the
lowest floor, including basement, elevated no lower than one (1) foot above the base flood
elevation or at least as high as the future-conditions flood elevation, whichever is higher.
Should solid foundation perimeter walls be used to elevate the structure, openings sufficient
to automatically equalize the hydrostatic flood forces on exterior walls shall be provided in
accordance with standards of Section 8.28.180(E) of this chapter. New construction that has
met all of the requirements of Sections 8.28.140, 8.28.150 and 8.28.160 of this chapter may be
floodproofed in lieu of elevation. The structure, together with attendant utility and sanitary
facilities, must be designed to be watertight to one foot (1′) above the base flood elevation, or
at least as high as the future-conditions flood elevation, whichever is higher, with walls
substantially impermeable to the passage of water and structural components having the
capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A
registered professional engineer or architect shall certify that the design and methods of
construction are in accordance with accepted standards of practice for meeting the provisions
above, and shall provide such certification to the department designated by the Henry County

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Board of Commissioners using the FEMA Floodproofing Certificate along with the design and
operation/maintenance plan.
2. Substantial Improvements. Substantial improvement of any principal nonresidential structure
located in A1-30, AE, or AH zones, may be authorized by the Director and/or his designee to be
elevated or floodproofed. Substantial improvements shall have the lowest floor, including
basement, elevated no lower than one (1) foot above the base flood elevation or at least as
high as the future-conditions flood elevation, whichever is higher. Should solid foundation
perimeter walls be used to elevate the structure, openings sufficient to automatically equalize
the hydrostatic flood forces on exterior walls shall be provided in accordance with standards of
Section 8.28.180(E) of this chapter. Substantial improvements may be floodproofed in lieu of
elevation. The structure, together with attendant utility and sanitary facilities, must be
designed to be watertight to one foot (1′) above the base flood elevation, or at least as high as
the future-conditions flood elevation, whichever is higher, with walls substantially
impermeable to the passage of water, and structural components having the capability of
resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A registered
professional engineer or architect shall certify that the design and methods of construction are
in accordance with accepted standards of practice for meeting the provisions above, and shall
provide such certification to the department designated by the City and/or its designee using
the FEMA Floodproofing Certificate along with the design and operation/maintenance plan.
C. Accessory Structures and Facilities. Accessory structures and facilities (i.e., barns, sheds,
gazebos, detached garages, recreational facilities and other similar non-habitable structures and
facilities) which meet the requirements of Sections 8.28.140, 8.28.150, and 8.28.160 and are
permitted to be located within the limits of the future-conditions floodplain shall be constructed
of flood-resistant materials and designed to provide adequate flood openings in accordance
with Section 8.28.180(E) of this chapter and be anchored to prevent flotation, collapse or lateral
movement of the structure.
D. Standards for Recreational Vehicles. All recreational vehicles placed on sites must either:
1. Be on the site for fewer than one hundred eighty (180) consecutive days and be fully licensed
and ready for highway use (a recreational vehicle is ready for highway use if it is licensed, on
its wheels or jacking system, attached to the site only by quick disconnect type utilities and
security devices, and has no permanently attached structures or additions); or
2. The recreational vehicle must meet all the requirements for residential buildings-substantial
improvements (subsection (A)(2) of this section), including the anchoring and elevation
requirements.
E. Standards for Manufactured Homes.
1. New manufactured homes shall not be allowed to be placed within the limits of the future-
conditions floodplain unless all requirements of Sections 8.28.140, 8.28.150 and 8.28.160 of

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this chapter have been met. If all of the requirements of Sections 8.28.140, 8.28.150 and
8.28.160 have been met, all new construction shall have the lowest floor, including basement,
elevated no lower than three (3) feet above the base flood elevation or one (1) foot above the
future-conditions flood elevation, whichever is higher. Should solid foundation perimeter walls
be used to elevate the structure, openings sufficient to automatically equalize the hydrostatic
flood forces on exterior walls shall be provided in accordance with standards of Section
8.28.180(E) of this chapter.
2. Manufactured homes placed and/or substantially improved in an existing manufactured home
park or subdivision shall be elevated so that either:
a. The lowest floor of the manufactured home is elevated no lower than three feet (3′) above
the level of the base flood elevation, or one foot (1′) above the future-conditions flood
elevation, whichever is higher; or
b. The manufactured home chassis is elevated and supported by reinforced piers (or other
foundation elements of at least an equivalent strength) of no less than thirty-six inches
(36″) in height above grade.
3. All manufactured homes must be securely anchored to an adequately anchored foundation
system to resist flotation, collapse and lateral movement in accordance with standards of
Section 8.28.180(G) of this chapter.

1.9.20 Building Standards for Structures and Buildings Authorized Adjacent to the Future-conditions
Floodplain.
A. Residential Buildings. For new construction or substantial improvement of any principal residential
building or manufactured home, the elevation of the lowest floor, including basement and access to
the building, shall be at least three feet (3′) above the base flood elevation or one foot (1′) above the
future-conditions flood elevation, whichever is higher. Should solid foundation perimeter walls be
used to elevate the structure, openings sufficient to automatically equalize the hydrostatic flood
forces on exterior walls shall be provided in accordance with standards of Section 8.28.180(E) of this
chapter.
B. Nonresidential Buildings. For new construction or substantial improvement of any principal
nonresidential building, the elevation of the lowest floor, including basement and access to the
building, shall be at least one foot (1′) above the level of the base flood elevation or at least as high
as the future-conditions flood elevation, whichever is higher. Should solid foundation perimeter walls
be used to elevate the structure, openings sufficient to automatically equalize the hydrostatic flood
forces on exterior walls shall be provided in accordance with standards of Section 8.28.180(E) of this
chapter. Non-residential buildings may be floodproofed in lieu of elevation.

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1.9.21 Building Standards for Residential Single-lot Developments on Streams without Established Base
Flood Elevations and/or Floodway (A zones).
For a residential single-lot development not part of a subdivision that has areas of special flood hazard,
where streams exist but no base flood data have been provided (A zones), the official designated by the
Henry County Board of Commissioners and/or his designee shall review and reasonably utilize any
available scientific or historic flood elevation data, base flood elevation and floodway data, or future-
conditions flood elevation data available from a federal, state, local or other source, in order to administer
the provisions and standards of this chapter.
If data are not available from any of these sources, the following provisions shall apply:
A. No encroachments, including structures or fill material, shall be located within an area equal to
twice the width of the stream or fifty feet (50′) from the top of the bank of the stream, whichever
is greater; and
B. In special flood hazard areas without base flood or future-conditions flood elevation data, new
construction and substantial improvements of existing structures shall have the lowest floor of
the lowest enclosed area (including basement) elevated no less than three feet (3′) above the
highest adjacent grade at the building site. Flood openings sufficient to facilitate automatic
equalization of hydrostatic flood forces shall be provided for flood prone enclosures in
accordance with Section 8.28.180(E) of this chapter.

1.9.22 Building Standards for Areas of Shallow Flooding (AO zones).
Areas of special flood hazard may include designated "AO" shallow flooding areas. These areas have base
flood depths of one to three feet (1′—3′) above ground, with no clearly defined channel. In these areas,
the following provisions apply:
A. All new construction and substantial improvements of residential and nonresidential structures
shall have the lowest floor, including basement, elevated to no lower than one foot (1′) above
the flood depth number in feet specified on the Flood Insurance Rate Map ("FIRM"), above the
highest adjacent grade. If no flood depth number is specified, the lowest floor, including
basement, shall be elevated at least three feet (3′) above the highest adjacent grade. Flood
openings sufficient to facilitate automatic equalization of hydrostatic flood forces shall be
provided for flood prone enclosures in accordance with Section 8.28.180(E) of this chapter;
B. New construction and substantial improvement of a nonresidential structure may be
floodproofed in lieu of elevation. The structure, together with attendant utility and sanitary
facilities, must be designed to be watertight to the specified FIRM flood level plus one foot (1′)
above the highest adjacent grade, with walls substantially impermeable to the passage of water,
and structural components having the capability of resisting hydrostatic and hydrodynamic
loads and the effect of buoyancy. A licensed professional engineer or architect shall certify that
the design and methods of construction are in accordance with accepted standards of practice,
and shall provide such certification to the official designated by the Henry County Board of

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Commissioners and/or his designee using the FEMA Floodproofing Certificate along with the
design and operation/maintenance plan; and
C. Drainage paths shall be provided to guide floodwater around and away from any proposed
structure.

1.9.23 Standards for Subdivisions of Land.
A. All subdivision proposals shall identify the Areas of Special Flood Hazard and Areas of Future-
conditions Flood Hazard therein and provide base flood elevation data and future-conditions flood
elevation data.
B. All residential lots in a subdivision proposal shall have sufficient buildable area outside of the future-
conditions floodplain such that encroachments into the future-conditions floodplain for residential
structures will not be required.
C. All subdivision plans will provide the elevations of proposed structures in accordance with Section
8.28.090 of this chapter.
D. All subdivision proposals shall be consistent with the need to minimize flood damage.
E. All subdivision proposals shall have public utilities and facilities such as water, sanitary sewer, gas,
and electrical systems located and constructed to minimize or eliminate infiltration of floodwaters,
and discharges from the systems into floodwaters.
F. All subdivision proposals shall include adequate drainage and stormwater management facilities per
the requirements of the City of Stockbridge to reduce potential exposure to flood hazards.

1.9.24 Variance Procedures.
The following variance and appeals procedures shall apply to an applicant who has been denied a permit
for a development activity or to an owner or developer who has not applied for a permit because it is
clear that the proposed development activity would be inconsistent with the provisions of this chapter.
A. Requests for variances from the requirements of this chapter shall be submitted to the
department designated by the City. All such requests shall be heard and decided in accordance
with procedures to be published in writing by the department designated by the City. At a
minimum, such procedures shall include notice to all affected parties and the opportunity to be
heard.
B. Any person adversely affected by any decision of the department designated by the City shall
have the right to appeal such decision in accordance with procedures to be published in writing
by the Mayor and City Council. At a minimum, such procedures shall include notice to all affected
parties and the opportunity to be heard.

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C. Any person aggrieved by the decision of the Mayor and City Council may appeal such decision
to the Superior Court of Henry County, as provided in Section 5-4-1 of the Official Code of
Georgia Annotated.
D. Variances may be issued for the repair or rehabilitation of historic structures upon a
determination that the proposed repair or rehabilitation will not preclude the structure's
continued designation as a historic structure, and the variance issued shall be the minimum
necessary to preserve the historic character and design of the structure.
E. Variances may be issued for development necessary for the conduct of a functionally dependent
use, provided the criteria of this section are met, no reasonable alternative exists, and the
development is protected by methods that minimize flood damage during the base flood and
create no additional threats to public safety.
F. Variances shall not be issued within any designated floodway if any increase in flood levels during
the base flood discharge would result.
G. In reviewing such requests, the department designated by the City shall consider all technical
evaluations, relevant factors, and all standards specified in this and other sections of this
chapter.
H. Conditions for Variances.
1. A variance shall be issued only when there is:
a. A finding of good and sufficient cause;
b. A determination that failure to grant the variance would result in exceptional hardship;
and
c. A determination that the granting of a variance will not result in increased flood heights,
additional threats to public safety, extraordinary public expense, or the creation of a
nuisance.
2. The provisions of this chapter are minimum standards for flood loss reduction; therefore, any
deviation from the standards must be weighed carefully. Variances shall only be issued upon
determination that the variance is the minimum necessary, considering the flood hazard, to
afford relief; and, in the instance of a historic structure, a determination that the variance is
the minimum necessary so as not to destroy the historic character and design of the building.
3. Any person to whom a variance is granted shall be given written notice specifying the difference
between the base flood elevation and the elevation of the proposed lowest floor and stating
that the cost of flood insurance will be commensurate with the increased risk to life and
property and that such costs may be as high as $25 for each $100 of insurance coverage
provided.

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4. The department designated by the City shall maintain the records of all appeal actions and
report any variances to the Federal Emergency Management Agency upon request.
I. Any person requesting a variance shall, from the time of the request until the time the request
is acted upon, submit such information and documentation as the department designated by
the Henry County Board of Commissioners shall deem necessary to the consideration of the
request.
J. Upon consideration of the factors listed above and the purposes of this chapter, the department
designated by the City may attach such conditions to the granting of variances as they deem
necessary or appropriate, consistent with the purposes of this chapter.
K. Variances shall not be issued "after the fact."

1.9.25 Violations, Enforcement and Penalties.
Any action or inaction which violates the provisions of this chapter or the requirements of an approved
stormwater management plan or permit may be subject to the enforcement actions outlined in this
section. Any such action or inaction which is continuous with respect to time is deemed to be a public
nuisance and may be abated by injunctive or other equitable relief. The imposition of any of the penalties
described below shall not prevent such equitable relief.

1.9.26 Notice of Violation.
If the department designated by the City and/or its designee determines that an applicant or other
responsible person has failed to comply with the terms and conditions of a permit, an approved
stormwater management plan or the provisions of this chapter, it shall issue a written notice of violation
to such applicant or other responsible person. Where a person is engaged in activity covered by this
chapter without having first secured a permit therefor, the notice of violation shall be served on the owner
or the responsible person in charge of the activity being conducted on the site.
The notice of violation shall contain:
1. The name and address of the owner or the applicant or the responsible person;
2. The address or other description of the site upon which the violation is occurring;
3. A statement specifying the nature of the violation;
4. A description of the remedial measures necessary to bring the action or inaction into
compliance with the permit, the stormwater management plan or this chapter and the date
for the completion of such remedial action;
5. A statement of the penalty or penalties that may be assessed against the person to whom the
notice of violation is directed; and
6. A statement that the determination of violation may be appealed as prescribed by the Henry
County Board of Commissioners by filing a written notice of appeal within thirty (30) days after

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the notice of violation (except, that in the event the violation constitutes an immediate danger
to public health or public safety, twenty-four (24) hours' notice shall be sufficient).

1.9.27 Penalties.
In the event the remedial measures described in the notice of violation have not been completed by the
date set forth for such completion in the notice of violation, any one (1) or more of the following actions
or penalties may be taken or assessed against the person to whom the notice of violation was directed.
Before taking any of the following actions or imposing any of the following penalties, the department
designated by the City shall first notify the applicant or other responsible person in writing of its intended
action, and shall provide a reasonable opportunity, of not less than ten (10) days (except, that in the event
the violation constitutes an immediate danger to public health or public safety, twenty-four (24) hours'
notice shall be sufficient) to cure such violation. In the event the applicant or other responsible person
fails to cure such violation after such notice and cure period, the department designated by the City may
take any one (1) or more of the following actions or impose any one (1) or more of the following penalties:
A. Stop-work Order. The department designated by the City may issue a stop-work order which
shall be served on the applicant or other responsible person. The stop-work order shall remain
in effect until the applicant or other responsible person has taken the remedial measures set
forth in the notice of violation or has otherwise cured the violation or violations described
therein, provided the stop-work order may be withdrawn or modified to enable the applicant
or other responsible person to take the necessary remedial measures to cure such violation or
violations.
B. Withhold Certificate of Occupancy. The department designated by the City may refuse to issue
a certificate of occupancy for the building or other improvements constructed or being
constructed on the site until the applicant or other responsible person has taken the remedial
measures set forth in the notice of violation or has otherwise cured the violations described
therein.
C. Suspension, Revocation or Modification of Permit. The department designated by the City may
suspend, revoke or modify the permit authorizing the development project. A suspended,
revoked or modified permit may be reinstated after the applicant or other responsible person
has taken the remedial measures set forth in the notice of violation or has otherwise cured the
violations described therein, provided such permit may be reinstated (upon such conditions as
the department designated by the City may deem necessary) to enable the applicant or other
responsible person to take the necessary remedial measures to cure such violations.
D. Civil Penalties. In the event the applicant or other responsible person fails to take the remedial
measures set forth in the notice of violation or otherwise fails to cure the violations described
therein within ten (10) days, or such greater period as the department designated by the City
shall deem appropriate (except, that in the event the violation constitutes an immediate danger
to public health or public safety, twenty-four (24) hours' notice shall be sufficient) after the

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department designated by the City has taken one (1) or more of the actions described above,
such department may impose a penalty not to exceed one thousand dollars ($1,000.00)
(depending on the severity of the violation) for each day the violation remains unremedied after
receipt of the notice of violation.
E. Criminal Penalties. For intentional and flagrant violations of this chapter, the department
designated by the City may issue a citation to the applicant or other responsible person,
requiring such person to appear in the municipal court of the City of Stockbridge to answer
charges for such violation. Upon conviction, such person shall be punished by a fine not to
exceed one thousand dollars ($1,000.00) or imprisonment for sixty (60) days or both. Each act
of violation and each day upon which any violation shall occur shall constitute a separate
offense.

1.9.28 Compatibility with Other Regulations.
The ordinance codified in this chapter is not intended to modify or repeal any other ordinance, rule,
regulation, statute, easement, covenant, deed restriction or other provision of law. The requirements of
this chapter are in addition to the requirements of any other ordinance, rule, regulation or other provision
of law, and where any provision of this chapter imposes restrictions different from those imposed by any
other ordinance, rule, regulation or other provision of law, whichever provision is more restrictive or
impose higher protective standards for human health or the environment shall control.

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TITLE 17: INFRASTRUCTURE IMPROVEMENTS

17.1 Generally.

A. No person shall do any paving work, or any other related or similar roadwork, on, or adjacent
to, a city road without a permit.
B. All transportation system design, street design, and construction for nonlocal roadways shall
comply with Georgia Department of Transportation (GDOT) requirements. The latest edition of
the GDOT manual, "Standard Specifications, Construction of Roads and Bridges," shall apply.
C. Where conflict arises between GDOT standards and this section concerning non-local roadways
the stricter standard shall apply. Design of local roadways shall be governed by the policies as
stated within the UDC; however, construction methods/practices of said roadways shall be
governed by the stricter of the GDOT standards and the UDC.
D. All materials, equipment, labor, and other matters related to street construction shall be
provided by the applicant. The following is a summary of the improvements required:
1. All streets, roads, and alleys shall be graded to their full width right-of-way by the applicant
so that the pavements and sidewalks, when installed in the future, can be constructed on
the same level plane. The preparation of the right-of-way before grading is started and the
construction of cuts and fills shall be accomplished according to the specifications of the
City
2. Three (3) copies of an as-built subgrade centerline profile shall be submitted to the City.
The profile shall include both proposed and as-built centerline elevations at every even
station. No curb and gutter or waterlines shall be installed prior to subgrade approval.
3. An adequate drainage system, including necessary curb, pipes, culverts, headwalls,
intersectional drains, drop inlets, bridges, swale ditches, and detention areas, shall be
provided for the proper drainage of all surface water. The drainage system shall be
designed by a registered professional engineer, licensed in the State of Georgia.
4. After preparation of the subgrade, the roadbed shall have base material and paving applied
according to City specifications (see subsections 8.01.05.I. and K).
E. Roadways may be created by:
1. Dedication;
2. Prescription;

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3. Express grant of an easement;
4. Deed;
5. Special statutory proceeding; or
6. Condemnation.
F. City roadways classification:
1. Private road.
a. A private road is a roadway that is created by an easement from a landowner to a
certain individual or individuals and the use of said road can be controlled by the
parties to the easement.
b. Only one (1) building permit shall be issued by a private easement roadway.
c. A private roadway shall not be maintained by the City.
2. Public road.
a. A paved public roadway is a roadway where the general public has acquired an implied
easement for a roadway over the property of others by virtue of the unobstructed use
of said roadway for a sufficient length of time to establish a public easement over the
roadway. Public roadways are roadways over which the public has the right to travel
but have not been accepted by the City Council as city roads and the City assumes no
responsibility to maintain said roadways.
b. An unpaved public roadway with rights-of-way of sixty (60) feet or greater is used for
the general public purpose and is maintained by the City consistent with the
maintenance policy developed by the City.
c. An unpaved public roadway with deeded rights-of-way of fifty (50) feet or greater but
less than sixty (60) feet is used for the general public purpose and was deeded to the
City at a time when a fifty (50) foot right-of-way was sufficient according to the
ordinances in effect in the City at the time of acceptance. These roadways shall be
maintained by the county consistent with the maintenance policy developed by the
City.
d. An unpaved public roadway with rights-of-way less than sixty (60) feet is used for the
general public purpose and is maintained by the City in accordance with the
maintenance policy developed by the City but shall not be maintained to the same
standard as roads categorized in subsection 8.01.01.E. hereof, because of insufficient
rights-of-way. These roads shall be upgraded to subsection 8.01.01.E. as rights-of-way
of sixty (60) feet or greater and deeded to the City of Stockbridge by adjoining
landowners.

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3. City road. A city roadway is one that has been acquired by dedication, prescription, by the
express grant of easement, by deed, by statutory proceedings, or by condemnation, and
further has been accepted by the City Council and designated as a "city road" and the City
has assumed the responsibility to maintain said road for the general public.
G. Upon compliance with all of the provisions of the UDC, building permits may be issued for
building on public roads upon the applicant signing a "statement of understanding" that said
roadway is a public road and that the City assumes no responsibility for the maintenance of said
road until such time as it becomes feasible and advisable to accept said roadway as a "city road."
The City at such time shall accept said road as a city road provided that the property owners
along said road convey a right-or-way to the City conveying the minimum width required by the
City.
H. Upon compliance with the provisions of this UDC, building permits may be issued on city roads.

17.2 Traffic Impact Studies (TIS).

A. Purpose and intent. Understanding the demands placed on the City's transportation network
by development is an important dimension of assessing the overall impacts of development. All
development generates traffic, and it may generate enough traffic to create congestion and thus
require the community to invest more capital funds into the transportation network in the form
of new roads, traffic signals, and intersection improvements. Traffic congestion results in a
number of problems, including economic costs due to delayed travel times, air pollution, and
accidents. By requiring traffic impact studies for proposed developments meeting certain
thresholds, the City will be better able to determine the transportation demands of
development proposals and provide for reduction of adverse impacts on the transportation
system.
B. Objectives. The City finds that requiring a traffic impact study for proposed developments that
meet certain thresholds will help to achieve the following objectives:
1. To foster and support the coordinated and comprehensive transportation plan.
2. Provide transportation investments that reinforce the land use plans and development
vision of the City
3. Forecast additional traffic associated with new development based on accepted practices.
4. Determine the improvements that are necessary to accommodate new development.
5. Allow the city government to asses the impacts that a proposed development may have and
assist the city government in making decisions regarding development proposals.
6. Help so ensure safe and reasonable traffic conditions on streets after the development is
complete.

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7. Reduce the negative impacts created by developments by helping to ensure that the
transportation network can accommodate the development.
8. Protect the substantial public investment in the street system.
9. Provide information relevant to comprehensive planning, transportation planning, and
future transit planning, and the provision of programs and facilities for traffic safety, road
improvements, transportation demand management, pedestrian access, and other
transportation system considerations.
C. Thresholds of applicability. A traffic impact study shall be required for all developments that are
expected to generate more than one hundred (100) new trips during an a.m. or p.m. peak hour
or more than seven hundred fifty (750) new trips in an average day or involves the construction
of fifty thousand (50,000) square feet or greater of nonresidential building space, in single or
multiple phases. Developments of regional impact (DRIs) are exempt from the aforementioned
criteria. All DRIs shall adhere to the guidelines set forth by the Georgia Department of
Community Affairs (DCA). The traffic study shall be prepared in accordance with industry
accepted standards, including at a minimum level of service impacts for adjacent roadways and
intersections and a mitigation package to address the cumulative effects from the project's
impact. Said applicant shall be also required to coordinate and fund any recommended
mitigation measures limited to project related improvements with applicable federal, state, and
local agencies including the Georgia Regional Transportation Authority (GRTA) and the Atlanta
Regional Commission (ARC). The determination of a traffic study shall be made during the zoning
request stage or during the phase in which a site plan is submitted for a land disturbance permit.
The Director or his/her designee shall notify the appropriate departments within five (5)
business days. Traffic impact studies shall be required for submittal during the land disturbance
stage and shall not be required during the zoning process.
D. Exemptions.
1. A traffic impact study is not required if a development proposal is initiated by the City.
2. Any development of regional impact (DRIs) the complies with the rules of the Georgia
Department of Community Affairs (DCA), the Atlanta Regional Commission (ARC), and
Georgia Regional Transportation Authority (GRTA) shall be exempt from this ordinance.
3. A traffic impact study will no be required by the City for those developments with frontage
and access along a state route.
E. Trip generation data. The source for trip generation rates for the purposes of this ordinance
shall be the most recent edition of "Trip Generation" published by the Institute of Transportation
Engineers (ITE), unless otherwise approved by the Director. Determinations of whether this
ordinance applies shall be made based on application of data from ITE Trip Generation, which
may change from time to time, or as otherwise approved by the Director.

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F. Determination of applicability. At the time a development proposal is filed, or during any pre-
application meeting for zoning proposal, exclusive of variances and modifications to a zoning
condition, the Director shall determine whether a traffic impact study shall be required
according to this section.
Applicants for development proposals shall provide sufficient information about the
development proposal (e.g., number of dwelling units, square footage of buildings, number of
employees, land area of the development, etc.) for the Director to apply professionally accepted
trip generation rates to the proposed development. All traffic studies shall be required to be
submitted before the issuance of any development permits, including, but not limited to, a land
disturbance, clearing and grading, building permit, and/or development permit.

G. Cases where data is not available. If information submitted by the applicant of the development
proposal is sufficient to calculate the trip generation that would be expected to result from the
proposed development, but trip generation rates or other data are not available or in sufficient
quantity of studies to make a determination of applicability, then under the terms of this section,
the following shall apply:
1. The Director shall determine if:
a. Professionally acceptable trip generation rates applicable to the subject development
exist from other reputable sources, such as the Journal of the Institute of Transportation
Engineers;
b. Other trip generations studies of similar development are available: or
c. Professionally acceptable trip generation rates for one (1) or more similar land uses can
be used in making the determination od applicability.
H. Specifications for peak-hour trip generation studies.
1. Discounting of “pass-by” trips. The peak-hour trip generation study may subtract from the
empirical data on actual vehicle trips if those trips are reasonably considered to be “pass-
by” trips as defined by this ordinance, using professionally accepted assumptions about
the percent of “pass-by” trips approved by the Director.
2. Reduction for internal trips in multiuse or mixed-use development. In calculating the new
trips generated from a proposed development containing multiple uses or mixed-use a
qualified professional with the approval of the Director my apply a percentage reduction
to the total vehicle trips shown in any peak hour trip generation study to account for
internal trips, as defined in this ordinance, so as to account for (discount) the number of
internal trips reasonably expected to occur in such multiuse or mixed-use development.
Said reduction shall not exceed twenty-four (24) percent of total trips generated.
I. Study scope meeting. Once it is determined that a traffic impact study is required, a scope
meeting must be held with the developer or his or her consultant and the appropriate

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representatives of the City. It will be the responsibility of the developer or his or her consultant
to initiate this meeting. The purpose of this meeting is to discuss the availability of site-specific
information concerning the development, available forecasts of traffic volumes, and to ensure
the applicant understands the content requirements for traffic impact studies.
J. Required contents of a traffic impact study. A traffic impact study must evaluate the adequacy
of the existing transportation system to serve the proposed development and determine the
expected effects of the proposed development on the transportation system. The traffic impact
study must provide adequate information for City staff to evaluate the development proposal
and, when appropriate, recommend conditions of approval.
The qualified professional preparing the traffic impact study is encouraged to coordinate
preparation with City staff and staff from other jurisdictions, as appropriate, to ensure that all
necessary components are included in the traffic impact study and to reduce revision and
review time. To be reviewed, the traffic impact study must include the following minimum
components:

1. Title page. A title page listing the name of the proposed development and its location.
2. Table of contents. A table of contents outlining the study shall be provided.
3. Certification. The study shall be signed and stamped by a qualified professional.
4. Executive summary. An executive summary discussing the development, the major findings
of the analysis, and recommendations made by the qualified professional shall be provided.
5. Vicinity map. A vicinity map showing the location of the proposed project in relation to the
transportation system of the area.
6. Study area map. A map of the traffic impact study area. For the purposes of this ordinance,
the traffic impact study area shall be determined according to trip generation rates as
follows. In the event there is a difference because of applying peak and total trips, the more
restrictive requirement (larger study area) shall apply.

Study Area Size Requirements

Peak Hour Trips Daily Trips Distance From Perimeter of Proposed Development
Generated Generated Along Roads

100—150 750—1,500 ½ mile

151—500 1,501—5,000 1 mile

501—1,000 5,001—10,000 2 miles

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1,001 or more 10,001 or more 3 miles

7. Inventory of transportation facilities in the study area. A description of transportation
facilities in the study area, including roadway names, locations, and functional
classifications, intersection lane configurations, traffic control (including signal timing),
existing right-of-ways, transit routes and stops (if any), pedestrian and bicycle facilities, and
planned transportation system improvements. An existing lane configuration sketch shall be
submitted for all roadways intersections within the study area.
8. Site plan and development data. A complete description of the proposed development,
including a site plan with the best available information as to the nature and size of each
proposed used and the proposed location and traffic control of all proposed access points,
including the distance from all proposed access points to adjacent access and/or streets,
including those across a street right-of-way from the subject development.
9. Existing traffic volumes. Peak and total daily traffic volumes on all arterial, collector, and
local streets within the study area. Traffic counts should be no more than one (1) year old
when the report is prepared. Traffic counts between one (1) and three (3) years old may be
used if factored to the current year. Traffic counts older than three (3) years will not be
accepted. Utilizing available data from an industry accepted source, i.e., Georgia
Department of Transportation, Henry County Department of Transportation, City of
Stockbridge, or Atlanta Regional Commission.
10. Facility performance. Existing performance of the transportation system, including levels of
service (LOS) and volume/capacity ratios (V/C) for all intersections and road segments, as
appropriate, within the study area. Identification of any project related improvements
necessary to mitigate the impact on the level of service (LOS) for the abutting roadways and
unsignalized/signalized intersection resultant from the trips generated by the proposal.
11. Trip generation. Complete trip generation figures for all aspects of the proposed
development. The source for trip generation rates shall be most recent edition of "Trip
Generation" published by the Institute of Transportation Engineers (ITE), unless otherwise
approved by the Director. If phased development is proposed, the study shall include
projections for the year that each phase of the development is planned to be complete. The
traffic impact study shall also include trip generation data for any pending and approved
developments that would affect the study area. The City staff shall facilitate the review of
applicable files by a qualified professional to determine the names and development
characteristics of pending and approved developments in the study area.
12. Trip distribution and assignment. Trip distribution for the proposed development. For
developments expected to generate more than thirty (30) truck trips per day, the study shall
include separate trip distribution figures for trucks.

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13. Forecast performance without the development. Forecast performance, including levels of
service (LOS) and volume/capacity (V/C) ratios of the transportation system without the
development in the year that each phase is planned to be complete and in the horizon year.
14. Forecast traffic volumes with the development. Forecast traffic volumes with the
development, on all arterial, collector, and local roads within the study area, in the year that
the proposed development is planned to commence and in the horizon year.
15. Forecast performance with the development. Forecast performance, including levels of
service (LOS) and volume/capacity (V/C) ratios of the transportation system with the
development in the year that each phase is planned to be complete and in the horizon year.
16. Sight distance. A safety analysis of the site accesses and an assessment whether adequate
sight distances are provided at driveways and streets abutting the development.
17. Operational characteristics. Analysis of prevailing operating speeds, if significantly different
than speed limits, right and left turn lane warrants, queue lengths, acceleration and
deceleration lanes including lengths and tapers, throat lengths, channelization, and other
characteristics of the site accesses, which exist and may be needed, as appropriate. The
traffic impact study shall address whether driveways and intersections are located and
spaced safely and designed to accommodate expected traffic volumes and maneuvers. The
operational characteristics analysis shall also evaluate the turning and traveling
characteristics of the vehicles that will be using the proposed development and the
adequacy of the geometrics of the existing and proposed roadway (public and/or private)
configurations to accommodate these characteristics.
18. On-site circulation. The traffic impact study shall address whether on-site vehicular and
pedestrian circulation and parking layouts are safe and efficient.
19. Significant impacts. Analysis as appropriate of any potential adverse or controversial effects
of the proposed development on the transportation system in the area. Examples of
possible effects include, but are not limited to, infiltration of nonresidential traffic into
residential neighborhoods, traffic noise, creation of potential for traffic violations,
conflicting turning movements with other driveways, any new pedestrian or bicycle
transportation needs arising from the development, etc.
20. Mitigation measures and costs. Listing of all intersections and road segments that are
forecasted to be level of service "E" and "F" in the horizon year, or if phased, in the years
that each phase is planned to be complete, and an identification and description of specific
mitigation measures including signal, turn lane, or other warrant analyses as appropriate
and necessary to bring these intersections and road segments into compliance with a level
of service "C" or other City adopted level of service for said road segment or intersection.
Should the proposed development reduce the level of service, mitigation factors must be
included and will be included as a condition of final plat approval. If roadway improvements
are needed, the study shall show a drawing at an engineering scale of one (1) inch equals
twenty (20) feet for all recommended lane configurations. If signalization is warranted by
the traffic signal warrants outlined in the Manual on Uniform Traffic Control Devices

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(MUTCD), a warrant analysis shall also be conducted as a part of the traffic impact study. If
a traffic signal is warranted, the warrant package in the study shall show a drawing at an
engineering scale of one (1) inch equals twenty (20) feet detailing the signal design and
phasing plans. The estimated cost associated with implementing all such mitigation
measures shall be provided in the traffic impact study. The traffic impact study may consider
any city/county/state-approved roadway, traffic signalization and other improvements in
determining mitigation measures and providing recommendations.
21. Alternative transportation. Alternative transportation (sidewalk, bicycle, transit) needed
because of the study, shall be identified.
22. References. A listing of all technical documents and resources cited or consulted in
preparing the traffic impact study.
23. Technical appendix. Relevant technical information, including but not limited to, copies of
raw traffic count data used in the analysis, calculation sheets and/or computer software
output for all LOS and V/C calculations in the analysis, warrant worksheets for signals, turn
lanes, and signal phasing, etc. used in the analysis.

K. Additional technical specifications. The Director is further authorized to promulgate and require
the use of additional technical specifications for conducting traffic impact studies, which shall
be consistent with analysis methods included in the most recent Highway Capacity Manual,
Manual on Uniform Traffic Control Devices, and/or Traffic Access and Impact Studies for Site
Development: A Recommended Practice (Washington, DC: Institute of Transportation
Engineers, 1991), as may be amended or republished from time-to-time.
L. Costs and fees. The City assumes no liability for any costs or time delays (either direct or
consequential) associated with the preparation and review of traffic impact studies. There shall
be no application review fee for a traffic impact study.
M. Submittal and review of study. The applicant for the proposed development or the qualified
professional shall submit one (1) electronic copy of the traffic impact study and technical
appendix, three (3) paper copies of the traffic impact study, and one (1) paper copy of the
technical appendix to the Director. The Director shall review all calculations and analyses and
determine if they are complete, reasonable, understandable, consistent, and fully explained.
The conclusions presented in the traffic impact study shall be consistent with and supported by
the data, calculations, and analyses in the report. Calculations, graphs, tables, data, and/or
analysis results that are contrary to good common sense or not consistent with and supported
by the data will not be accepted. In such events, the Director shall return the traffic impact study
to the development applicant for correction.
N. System improvements. The Director shall include system improvement recommendations in the
conditions for approval of the development plan.

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O. Appeal. An applicant for a development proposal may appeal a decision of the director in the
administration and interpretation of this ordinance to the Mayor and City Council in accordance
with section 12.04.00.

17.3 Access Requirements.

A. Requirements for connection to existing street system.
1. All proposed development shall provide a street system that is connected to the existing or
planned street system. All proposed streets shall be continuous and in alignment with
existing, planned, or platted streets.
2. Proposed streets shall be extended to the boundary lines of the tract to be developed or
subdivided, unless prevented by topography or other physical conditions.
3. Whenever there exists adjoining the tract to be subdivided a dedicated or platted half-width
street or alley, the other half-width shall be platted.
B. Frontage on a state highway or arterial street.
1. When a tract fronts on a state highway, major arterial, or minor arterial street, a frontage
street may be required for access to individual lots.
2. All residential lots in a subdivision shall only take direct access from within the subdivision.
3. Any access to a state highway shall be consistent with the requirements of the GDOT.
C. No approval shall be granted for a subdivision, or subsequent phase or addition to an existing
subdivision, unless the property is served by a paved county road, with right-of-way sufficient
to meet the requirements of subsection 8.01.05.I.
D. Specific access requirements for developments.
1. Emergency vehicle access shall be provided to all lots within a subdivision.
2. In order to ensure emergency vehicle access, every subdivision with more than fifty (50)
lots shall have at least two (2) continuously open points of ingress/egress from the existing
street system.
3. Access points, whether private commercial/industrial drives or city or county roadways,
shall line up directly across from one another when possible. For driveways/roadways that
require an offset, the spacing between drives/roadways, whether on the same side or
opposite side of the intersecting roadway shall be required to have the minimum centerline
to centerline spacing: Thirty (30) mph or less → one hundred twenty-five (125) feet, thirty-
five (35) mph → one hundred fifty (150) feet, forty (40) mph → one hundred eighty-five
(185) feet, forty-five (45) mph → two hundred thirty (230) feet, fifty (50) mph → two
hundred seventy-five (275) feet, fifty-five (55) mph → three hundred fifty (350) feet. For
intersecting roadways that are not classified as collector or above and have posted speed

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limits thirty (30) mph or less, private commercial/industrial driveways may be allowed to
have a reduced offset requirement at the City or Henry County Department of
Transportation's discretion.
4. Where a subdivision is providing two (2) or more connections to the existing street system
pursuant to subsection 8.01.03.D.2., the requirement for two (2) points of ingress/egress is
met. The requirement for access shall not be satisfied by a stub-out to a future, planned,
or platted street that has not been constructed.
5. A subdivision on a single, dead-end street, containing twenty (20) or fewer lots shall not be
required to provide two (2) points of ingress/egress as otherwise required in paragraph
D.2., above.
6. Where a subdivision is allowed one (1) point of access pursuant to subsection 8.01.03.D.2.,
that entrance street shall be designed with a three (3) lane divided entrance street, as
shown in Figure 8.3. The right turn lane shall be required to have a seventy-five (75) foot
radius to provide needed lateral separation between two (2) cars exiting at the same time.
E. Limitations on residential curb cuts. Within any residential zoning district (see subsection
8.01.03.D.3. for other driveway spacing requirements) where the lowering or cutting away of
any curbs for purposes of ingress and egress is required, such curb cut shall be subject to the
following provisions:
1. Any parcel of property with frontage of less than one hundred (100) feet on any one (1)
street shall be allowed only one (1) combined entrance and exit.
2. Any parcel of property with frontage of one hundred (100) feet to two hundred (200) feet
on any one (1) street shall be allowed no more than two (2) combined entrances and exits.
3. Any parcel of property with frontage of more than two hundred (200) feet on any one (1)
street shall be permitted additional entrances or exits after showing of actual requirements
of convenience and necessity and upon approval of the City
4. At street intersections, no curb cut shall be located within fifty (50) feet of the intersections
of two (2) curb lines or such lines extended, or within fifteen (15) feet of the intersection
of two (2) property lines extended.
5. The distance between any two (2) curb cuts on the same side of the street and located on
one (1) property shall be not less than ten (10) feet. Curb cut distance shall be measured
between the points of tangency of the curb return radii and the established curb line of the
abutting street.
6. All driveways shall be constructed to be at least two (2) feet from any property line.
7. The maximum width of any driveway shall not exceed forty (40) feet measured at the right-
of-way line.
8. The maximum width of any curb cut including curb returns shall not exceed fifty (50) feet.

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9. The sum of the two (2) curb return radii for any one (1) curb cut shall not exceed fifteen
(15) feet.

17.4 Design and Construction Standards for Streets.

A. Location.
1. The location, arrangement, extent, width, and grade of all streets shall conform to the
comprehensive plan and the comprehensive transportation plan and shall be considered in
relation to existing and planned streets, topographical conditions, public safety and
convenience, and proposed use of land to be served by the streets. The layout of a
subdivision shall conform to the requirements and design principles described in this UDC.
2. The location of all streets and roads shall conform to the comprehensive plan and the
comprehensive transportation plan. Provision shall be made in developments for the
construction of streets at locations shown in the comprehensive plan and comprehensive
transportation plan.
3. Whenever a tract to be subdivided includes any part of a major arterial, minor arterial,
major collector, or minor collector street designated on the comprehensive plan or
comprehensive transportation plan, such part of said street shall be installed by the
applicant in the location and at the full width indicated by the functional classification for
right-of-way and pavement widths indicated in this UDC.
B. Design and construction standards for curb and gutter.
1. Curbs shall be required in all residential subdivisions.
2. Curbs shall be required for streets in commercial and industrial subdivisions.
3. Curbs in all subdivisions shall be L-back curbs twenty-four (24) inches in overall width, six
(6) inches thick, and shall have an eighteen (18) inch gutter.
4. Curb and gutter immediately adjacent to the major travel lane along roadways with a
posted speed limit of forty (40) miles per hour or forty-five (45) miles per hour shall be L-
back curbs thirty (30) inches in overall width, six (6) inches thick, and shall have a twenty-
four (24) inch gutter. The curb and gutter shall be per GDOT Standard 9032B.
5. All curbs shall be constructed of Portland cement concrete.
6. Curbs shall be designed to provide handicapped access at street intersections, wherever
sidewalks are constructed.
C. Street grade standards.
1. Grades on major and minor arterials shall not exceed five (5) percent and grades on local
residential streets shall not exceed twelve (12) percent.

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2. All changes in grade shall be connected by vertical curves which adhere to the design criteria
as set forth by the more restrictive of the 1990 or 2004 AASHTO Guide, A Policy on
Geometric Design of Highways and Streets.
D. Radius of horizontal curves. The radius of horizontal curves on local residential streets within a
subdivision shall be no less than two hundred (200) feet. The horizontal radius for collector and
arterial streets or any streets with a design speed of more than twenty-five (25) miles per hour
shall comply with the latest version of the American Association of State Highway and
Transportation Officials (AASHTO) standards. The radius of horizontal curves on local
commercial and industrial streets within a subdivision shall be no less than three hundred (300)
feet.
E. Street intersection standards.
1. Street intersections shall be as nearly at right angles as possible.
2. In residential subdivisions, no intersection shall be at an angle of less than eighty (80)
degrees or more than one hundred (100) degrees.
3. Street intersections in commercial and industrial subdivisions shall be at an angle of no less
than ninety (90) degrees, if at all possible. At the Director’s discretion, street intersection
angle may be allowed to be between eighty (80) degrees and one hundred (100) degrees.
4. The minimum curb radius at street intersections shall not be less than twenty-five (25) feet
in residential subdivisions. For streets/roadways to have a dual lane exit, the exit curb
radius shall not be less than seventy-five (75) feet. Where a county collector or an arterial
roadway intersects with another county collector or arterial roadway the minimum radii at
the intersection shall be fifty (50) feet.
5. The minimum curb radius of street intersections for industrial and commercial subdivisions
shall be fifty (50) feet. For commercial/industrial streets/roadways to have a dual lane exit,
the exit curb radius shall not be less than seventy-five (75) feet.
6. Pedestrian ramps shall be designed for all intersections in accordance with standard
drawings for subdivisions and residential developments designed to include sidewalks and
shall meet the minimum standards in of the Georgia Accessibility Code, Chapter 120-3-20
of The Rules and Regulations of The Georgia Safety Fire Commissioner. The curb shall be
de-pressed to accommodate future installations at the same time as the curb.
7. Interior subdivision street intersections shall have a minimum centerline offset of at least
one hundred twenty-five (125) feet when not aligned directly across from one another. See
subsection 8.01.03.D.3 for requirements of intersection offsets on roadways with posted
speed limits over thirty (30) mph.
F. Minimum tangent lengths. The minimum tangent lengths on roadways with superelevation shall
be governed by the minimum runoff and runout lengths necessary to adequately transition the

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superelevation rates required for the curvature based on the design speed and maximum
allowable superelevation rate of the roadway. Design speeds, typical sections of roadway,
maximum superelevation rates, and other roadway design items are to be set by the City on an
individual roadway basis. The minimum tangent lengths on commercial and industrial
subdivision streets are one hundred (100) feet.
G. Dead end street. Local streets designed to have one (1) end permanently closed and not
connected with any existing street, proposed future street, or not intended to extend to the
property line of an adjacent tract, shall be no longer than seven (7) times the lot width required
by the underlying zoning district, unless necessary due to the topographic or other physical
conditions of the property.
1. Permanent dead-end streets shall be joined by a cul-de-sac with a paved turnaround having
an outside diameter of eighty (80) feet and a right-of-way of at least one hundred ten (110)
feet diameter. Dead-end streets designed to be permanent and that exceed more than
eight hundred (800) feet in length may be required to have a cul-de-sac turn around
midway between the entrance intersection and the end of the street to provide
maneuvering for emergency vehicles, when the dead-end street is the only street in a
subdivision.
2. Stub streets which are intended to provide access for future development within a tract of
land or adjacent tracts shall be required to have a temporary turnaround area having a
diameter of at least eighty (80) feet, consisting of six (6) inches of graded aggregate base.
3. For subdivisions with a temporary turnaround, it shall be required of the applicant to
provide a letter of credit equal to the cost of permanent cul-de-sac construction, in
accordance with the standards of section 12.02.13.
H. Alleys. Alleys may be provided at the rear of lots in residential, commercial, and industrial
subdivisions.
I. Right-of-way and pavement width standards.

Right-of-way and Pavement Width Standards

Required Pavement Width (feet)
Street Type Minimum Required Right-of-Way (feet)
With curbs Without curbs

Major arterial 100* 52—53† 48*

Minor arterial 80* 28—29† 24*

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Collector 80* 28—29† 24*

Local street

Residential 50 26 Prohibited

Industrial 60 30 Prohibited

Commercial 60 28 Prohibited

Cul-de-sac

Residential 80 80 Prohibited

Commercial/industrial 110 110 Prohibited

Alleys 0 20 20

* The City may require additional right-of-way and pavement widths in specific situations. Roadways with medians
and/or additional language will require extra right-of-way and pavement widths.

† Roadways with posted speed limits of forty (40) mph or forty-five (45) mph will require thirty (30) inch curb and
gutter.

J. Additional street system requirements for major subdivisions or commercial/industrial
development.
1. Private streets are permissible and shall meet and adhere to all City standards. Every
subdivision with private streets shall have a mandatory homeowners' association.
2. Subdivisions that adjoin existing streets shall dedicate additional right-of-way if needed to
meet the minimum street right-of-way requirements.
3. Half streets shall be prohibited except where essential to the reasonable development of
the subdivision.
4. Where it is determined to be practical to require the dedication of the additional half when
adjoining property is subdivided, the other half of the street shall be platted to create a full
width right-of-way serving the adjoining tracts of land.
5. Any subdivision or development which has an entrance onto a state highway, major arterial,
minor arterial, or collector city road shall provide lanes for deceleration, ingress, and
egress. Design requirements of GDOT shall be met on state roads and design requirements
of the City shall be met on city roads.

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6. Any subdivision or development which has an entrance onto a major arterial, minor arterial,
or collector roadway shall be required to design and construct a left turn lane improvement
if the criteria is met as stipulated in Chapter 4 of the GDOT Regulation for Driveway and
Encroachment Control. The developer will also be responsible for acquisition of right-of-
way as well as for the relocation of utilities.
7. The names of proposed streets shall not duplicate existing street names, irrespective of the
use of the word street, avenue, boulevard, drive, place, court, etc., in the naming of the
street.
K. No parking. No parking areas shall be established for the use of fire equipment and emergency
vehicles to ensure access to the premises in cases of emergency. Said areas shall be marked "Fire
Lane-No Parking." The fire lane areas shall comply with provisions of the Henry County Code of
Public Safety.

17.5 Joint Access.

Joint access driveways and cross access easements. Joint access driveways and cross access
easements shall be required in corridor overlay districts, interchange activity center zoning districts,
and rural neighborhood commercial development areas according to the following provisions:
A. Adjacent commercial or office properties shall provide a cross access drive and pedestrian access
to allow circulation between sites through a system of joint use driveways and cross access
easements as shown in Figure 8.4. The design of the joint or cross access area shall incorporate
the following:
1. A continuous service drive or cross access corridor extending the entire length of each block
served to provide for driveway separation;
2. Stub-outs and other design features to make it visually obvious that the abutting properties
may be tied in to provide cross-access via a service drive; and
3. Sufficient separation between side street access to the property and the major road to
ensure safety.
B. In order to ensure continuous availability of access to all properties, all property owners shall:
1. Record an easement with the deed allowing cross access to and from other properties
served by the joint use driveways and cross access or service drive;
2. Record an agreement with the deed that remaining access rights along the thoroughfare
shall be dedicated to the City and pre-existing driveways shall be closed and eliminated
after construction of the joint-use driveways; and
3. Record a joint maintenance agreement with the deed defining maintenance responsibilities
of property owners.

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17.6 Construction requirements for residential, industrial, and commercial
subdivision streets.

The grading, base, and pavement for street construction shall be as follows:
A. Grading. All streets shall be graded to the elevations shown on the approved construction plans.
1. The contractor may begin clearing and grubbing the project after:
a. A development permit has been issued by the City;
b. A pre-construction conference has been held, the Director or designee duly notified;
and
c. All required silt and erosion control measures have been installed and approved.
2. Clearing and grubbing.
a. All trees, stumps, logs, roots, grass, weeds, poles, and other objectionable matter shall
be cleared and grubbed from within the construction limits of the project.
b. A thirty (30) foot undisturbed buffer shall be maintained on all property lines prior to
submission of construction plans.
c. No rubbish or other material resulting from the clearing and grubbing of the roadway
shall be buried at the site.
d. If burning is permitted, all burn pits shall be located outside of the roadway
construction limits. After burning, the pit shall be cleared out. A city inspection is
required prior to backfilling and must be shown on the final plat.
3. Excavation.
a. All grading operations shall be planned and executed by the contractor in such a
manner as to provide suitable subgrade material for the roadway with the top twelve
(12) inches compacted to one hundred (100) percent maximum dry density, ninety-
five (95) percent below the top.
b. In areas where the material in place is not suitable for subgrades, these areas shall be
undercut a minimum of twelve (12) inches and backfilled with suitable material.
c. All rock and boulders in the roadbed shall be excavated and the space backfilled to the
correct grade with suitable material.
d. Any stones, broken rock, or boulders resulting from the grading of the roadway may
not be placed in any roadway fill area except when approved by Director and then
under his/her supervision.
e. During the construction of the roadway on a day-to-day basis, the roadbed edges shall
be kept lower than the center and the grading shall be done so that the surfaces of the

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excavated areas and fill shall be kept reasonably smooth and well drained. Adequate
surface ditches shall be cut at the tops of cut slopes, extending to each end of the cuts
in order to carry the water from the side hill. Side ditches or gutters emptying from
cuts to fill areas shall be turned outward so as to prevent erosion of the fill slopes.
4. Placement of fill.
a. Fill construction shall not begin until all clearing and grubbing of the fill area has been
completed.
b. All depressions in the ground shall be filled level with the adjacent surface using
suitable material and compacted to the approximate density of the surrounding soil
before placement of the fill is begun.
c. The entire area upon which fill is to be placed shall be plowed, scarified, and finely
broken up to a depth of a minimum of six (6) inches.
d. Before the placement of fill material is begun, all loosened soil shall be compacted the
approximate density of the underlying soil.
e. Where a depth of fill and surfacing is three (3) feet or less, the original ground shall be
compacted a minimum twelve (12) inches deep to at least ninety-five (95) percent of
the maximum laboratory dry density as determined from representative samples of
the material being compacted.
f. In areas where layers of organic or other unstable materials exist, the existing ground
shall be excavated, for the full width of the fill area, to an underlying stable material.
The subgrade thus created shall then be compacted to the approximate density of the
underlying material.
g. All fill material shall be deposited and spread in uniform horizontal layers, no more
than six (6) inches thick, for the full width of the fill area, and these layers shall be kept
uniform by the use of graders, bulldozers, or other approved equipment.
h. Each layer shall be compacted within the range of optimum moisture content
necessary to achieve the compaction required. Material containing too much water
shall be dried to the correct moisture content. If the material is too dry, water shall be
added and uniformly mixed with the soil before it is compacted.
i. Fills shall be compacted to at least ninety-five (95) percent of the maximum dry density
to within the top twelve (12) inches of the fill. The top twelve (12) inches of the fill
shall be compacted to at least one hundred (100) percent of the maximum dry density.
j. The entire roadbed shall be scarified and compacted with a sheep's foot or other
approved rollers.

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k. While the work is in progress, contractor shall maintain the surface in a manner so that
the excavation, fills, subgrade, base course, and ditches always present a smooth and
even surface.
l. The contractor shall have available on the job at all times at least one (1) motor patrol
grader with adequate power to blade and maintain the roadbed.
5. Final finishing of roadway.
a. After all excavation has been completed and all fills have been placed, the entire road
bed surface shall be finally shaped with a grading machine supplemented with hand
work whenever required to secure a smooth surface and uniform cross-section.
b. Slopes of cuts and fills shall also be carefully shaped to the true section specified.
c. When final shaping is finished, the road surface shall conform accurately to the line,
grade, and cross section shown of plans, and no roots, sod, grass, stones, or other
unsuitable material shall remain in the top twelve (12) inches of the finished roadbed.
d. All ditches and drains shall be opened to effectively drain the roadway.
B. Placement of curb and gutter.
1. After sanitary sewer lines have been installed, all storm drainage in place, and the final
finishing of the roadway has been approved by the Director or designee, and the centerline
profile has been approved, the installation of the concrete curb and gutter may begin.
2. All concrete curb and gutter shall be in accordance with Standard Drawing 3.7.1.
3. Any curb and gutter which does not conform to a true section, texture, line, and grade shall
be removed and replaced as directed by the Director or designee.
4. Water lines shall be installed after installation of the curb and gutter.
C. Subgrade.
1. Before placing any pavement base, the entire surface of the subgrade shall be plowed,
harrowed, and mixed to a depth of at least six (6) inches. If a subgrade stabilization material
is required, then it shall be incorporated into the subgrade at this time.
2. After the material has been thoroughly mixed, the subgrade shall be brought into a proper
line and grade and compacted to one hundred (100) percent of maximum dry density just
prior to placing the base material.
3. The centerline profile shall conform to the established elevations with an acceptable
tolerance of one-half (½) inch.
4. The acceptance crown tolerance shall be one-half (½) inch.
D. Base construction.

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1. The Director shall be notified twenty-four (24) hours prior to the placing of any base
material.
2. The Director may authorize the placing of the base material after all equipment necessary
for the proper construction of road base is on the project and the subgrade has been
brought to the proper line, grade, and crown and compacted to the required density.
3. The Director shall check the completed base course after the base material has been placed
and compacted to the required density. All areas found to be deficient shall be marked and
corrected before any asphalt pavement is placed. Areas where the crown is found to exceed
that which is specified or the exposed edge of the concrete gutter is less than the minimum
depth required, shall be reshaped and rolled to obtain the required cross-section.
4. After the compacted material has been approved, field tests shall be taken by the field
contractor and by a professional engineer as directed by the Director to determine the
thickness of the constructed base course. Tests shall be taken at four hundred (400) feet
intervals alternating between each lane and center of roadway. Measurements shall be
taken per GDT-42, Method of Test for Measurement of Thickness of Bases and Subbases.
Areas found to be deficient in thickness shall be corrected as directed by the Director or
designee. No asphalt course shall be placed until deficiencies in base have been adequately
addressed.
5. A copy of all delivery tickets for the graded aggregate base material shall be furnished prior
to placing any asphaltic concrete paving material. A shortage in the base material used shall
require that the asphaltic concrete surface course thickness be increased.
6. All work and materials shall be in accordance with the pertinent Graded Aggregate
Construction sections of the Georgia Department of Transportation "Standard
Specifications," latest edition.
E. Soil cement.
1. A soil cement base may be used to improve the subgrade but shall not be used as a
substitute for base construction.
F. Paving.
1. The contractor shall begin the construction of the asphaltic concrete pavement upon
approval of the road base by the Director.
2. All asphaltic concrete material and construction shall be in accordance with the "hot mix
asphaltic concrete construction" sections of the Georgia Department of Transportation
"Standard Specifications," latest edition.
3. The Director shall check the cross section of the finished pavement. Any area found to be
deficient shall be marked and a record of deficiencies made by the Director or designee.

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4. If, in the opinion of the Director, the extent of deficiencies will impair the performance of
the pavement, he/she shall direct that an overlay of a minimum thickness of one (1) inch
be placed before the roadway is opened to traffic.
5. A copy of the delivery tickets for the asphaltic concrete material used shall be furnished to
the Director at the time of completion of the work. If the delivery tickets indicate a shortage
in the material used from the quantity estimated, then the Director or designee may
require a minimum one (1) inch overlay of the streets.
6. As mentioned in subsection 8.01.06.D.4, the GAB (Base), thickness is to be measured and
accepted by the City prior to placement of any asphalt course. The applicant shall have core
tests made to verify the thickness and compaction of the two (2) inch asphalt pavement
course. The minimum core diameter shall be such that compaction of the sample can be
determined in the lab and subsequent data supplied to the Director or designee. The
compaction of the course shall be required to meet Georgia Department of Transportation
(GDOT) specifications per the asphalt mix placed. If a two (2) course asphalt section is
required, the cores for the binder layer shall be cut, reviewed, and approved by the Director
prior to placement of the topping lift. Also, in the event that a two (2) course asphalt section
is required, the cores for the topping lift, if between one and one-half (1½) inch and one
and one-quarter (1¼) inch in thickness, shall be made to determine the thickness only. All
cores shall be made on four hundred (400) feet intervals, alternating between each lane
and center of roadway. If these cores indicate a deficiency in thickness or compaction of
the asphalt pavement, an overlay shall be required when the following deficiencies occur:
a. When the number of cores deficient in thickness within the allowable one-quarter (¼)
of an inch tolerance, or deficient in compaction, exceeds thirty-five (35) percent of the
total cores taken on one (1) street.
b. When two (2) or more consecutive tests show a deficiency of more than one-quarter
(¼) of an inch allowable tolerance or a deficiency in compaction. When a core shows
a deficiency in excess of the allowable tolerance or compaction additional cores shall
be taken to delineate the area of the deficient thickness/compaction.
7. The applicant shall correct any deficiency with an overlay extending a minimum of one
hundred fifty (150) feet beyond the outer limits of the deficient area for the full width of
the street. Smooth, neat joints shall be saw cut normal to the roadway for full depth of
asphalt pavement, removing the original pavement for a minimum of ten (10) feet at each
end of the overlay. The thickness of the overlay shall be determined by the depth of the
deficient area and shall not be less than one and one-quarter (1¼) inch in compacted
thickness. The type of material used in the overlay shall be specified by the Director.
G. Shoulder and drainage improvements. After the paving has been inspected and approved, the
pavement edges or behind the curb and gutter shall be backfilled and compacted and the ditches
and back slopes properly graded, shaped, seeded, and mulched. An eighty (80) percent stand of

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grass shall be obtained. All swales and ditches excavated below required depth shall be
backfilled and compacted to ninety-five (95) percent of maximum dry density.
H. Compliance with minimum standards. Road design and construction for residential subdivisions
shall comply with the minimum standards shown below in subsection 8.01.06.I. Acceleration
and deceleration lane construction shall comply with the standards set forth in subsection
8.01.06.K. For roadways with more than one hundred fifty (150) lots of contributing traffic a
pavement design is to be done and submitted to the City for review. The GDOT Asphalt
Pavement Design program is an accepted method for the pavement design submittal for
roadways with more than one hundred fifty (150) lots of contributing traffic.
I. Table of residential subdivision street construction standards.

Residential Subdivision Street Roadway Standards

Roadway Standards Specifications

Surface topping (plant mix)
2-inch 12.5 mm superpave mix with hydrated lime (Level 1), 220 pounds
for roadways with 1 to 40
per square yard
lots contributing traffic

Surface topping (plant mix)
for roadways with 41 to 1¼-inch 9.5 mm superpave mix with hydrated lime (Level 1), 137.5 pounds
100 lots contributing per square yard
traffic

Surface topping (plant mix)
for roadways with 101 to 1½ inch 12.5 mm superpave mix with hydrated lime (Level 1), 165 pounds
150 lots contributing per square yard
traffic

Tack coat 0.04—0.06 GAL/Square yard

Asphalt (binder course) for
2-inch 12.5 mm superpave mix or 19 mm superpave mix with hydrated
roadways with 41 to 150
lime (Level 1), 220 pounds per square yard
lots contributing traffic

Add in "prime application"
0.20—0.25 GAL/Square yard
section to table

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Curbs/shoulder and ditch 24-inch × 6-inch concrete "L" back curb
construction 18-inch gutter; 6 inches high, 6-inch curb width

Base construction 6-inch base (graded aggregate); 100 percent dry density compaction

Subgrade Top 12-inch subgrade compacted to 100 percent dry density

Street width 26 feet back of curb to back of curb

Asphalt pavement width 22 feet

12 percent maximum on subdivision streets;
Street grade
4 percent maximum grade at intersections - 100 feet from curb line

Turnaround area 40 feet radius cul-de-sac pavement; 80 feet diameter

25 feet pavement radius at intersection within subdivision; 25 feet
pavement radius required when intersecting existing county or state
Intersections
roads.
75 [feet] exit curb radius when designing a dual lane exit.

50 feet right-of-way minimum for local streets (additional right-of-way
and/or slope easements may be required for cut and fill areas); 110 feet
Right-of-way
diameter right-of-way for cul-de-sac. A 5-foot utility easement is required
along all street right-of-way

Fill areas and back slopes 2:1 maximum slope allowed (2:1 or flatter)

See section 8.01.12 and 8.01.13 for pipe specifications and minimum
Storm sewers and cross
requirements for pipe types listed. Pipe location and size approved by
drains
development plan review and stormwater management.

Grassed areas Shall comply with section 8.05.00

Core samples shall be taken as directed (at applicant's expense) to
Core testing determine thickness of base and pavement. See sections 8.01.06.D.4 and
8.01.06.F.6.

3-year maintenance letter of credit or bond on all improvements within
Letter of credit or bond public right-of-way (streets, sidewalks, storm sewer, catch basins, cross
drains) and stormwater detention facilities. On phased developments,

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certain sections may require a renewed letter of credit or bond if used for
construction access to newer phases (see section 12.02.13).

J. Design and construction requirements. The design and construction requirements for
subdivision developments for industrial, commercial, or office use and urban streets which are
to be city arterial roads shall:
1. Be required to have concrete curb and gutter along each side.
2. Comply with the minimum standards shown below.
K. Table of industrial, commercial, and office subdivision street construction standards.

Industrial, Commercial, and Office Subdivision Street Construction Standards

Roadway Standards Specifications

Surface topping 1½-inch 12.5 mm superpave mix with hydrated lime (Level 1) asphalt topping, 165
plant mix pounds per square yard

Tack coat 0.04 — 0.06 GAL/YD

Binder (office and 3-inch 19 mm superpave mix with hydrated lime (Level 1) - 330 pounds per
commercial) square yard

4-inch 25 mm superpave mix with hydrated lime (Level 1), 440 pounds per square
Binder (industrial) yard or 2 2-inch lifts of 19 mm superpave mix with hydrated lime (Level 1), 220
pounds per square yard, per lift.

Curb and gutter
24 × 6-inch concrete "L" back curb; 18-inch gutter; 6-inch high; 6-inch curb width.
required

Base construction
(office and 8-inch base (graded aggregate), compacted to 100 percent maximum dry density.
commercial)

Base construction 10-inch base (graded aggregate), compacted to 100 percent maximum dry
(industrial) density. To be on decel/accel also for industrial.

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Street width (office
28 feet back of curb to back of curb.
and commercial)

Street width
30 feet back of curb to back of curb.
(industrial)

Asphalt pavement
width (office and 24 feet.
commercial)

Asphalt pavement
26 feet.
width (industrial)

8 percent maximum on industrial/commercial streets; 2 percent maximum grade
Street grade
at intersections; 100 feet from curb line.

Turnaround area 55 feet radius cul-de-sac pavement; 110 feet diameter.

50 feet pavement radius at intersections; 50 feet straight section from curved
Intersections
streets required; 75 [feet] exit curb radius when designing a dual lane exit.

Driveway
GDOT specifications
entrances

60 feet right-of-way minimum; additional right-of-way or slope easement may be
Right-of-way required for cut and fill areas; 150 feet diameter right-of-way for cul-de-sac. A 5-
foot utility easement is required along all street right-of-way.

Fill areas and back
2:1 maximum slope allowed.
slopes

See sections 8.01.12 and 8.01.13 for pipe specifications and minimum
Storm sewers and
requirements for pipe types listed. Pipe location and size approved by
cross drains
development plan review and stormwater management.

Shall comply with the erosion and sedimentation control requirements set forth
Grassed areas
in section 8.05.00.

Core samples shall be taken as directed (at applicant's expense) to determine
Core testing
thickness of base and pavement. See subsections 8.01.06.D.4. and 8.01.06.F.6.

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3-year maintenance letter of credit or bond on all improvements within public
right-of-way (streets, sidewalks, storm sewer, catch basins, cross drains) and
Maintenance letter
stormwater detention facilities. On phased developments, certain sections may
of credit or bond
require a renewed letter of credit or bond if used for construction access to
newer phases (see section 12.02.13).

1.7 Improvements to Existing Streets and Rights-of-Way fore Residential, Commercial and Industrial
Developments.

A. Existing unpaved road. Any unpaved road upon which a development has frontage and access
shall be widened and paved, according to the functional class of the road, as set forth in
subsection 8.01.05.I. along the frontage* of the development to the nearest intersection with a
paved city road. The minimum right-of-way required according to subsection 8.01.05.I. shall be
dedicated along the entire frontage of the development back to the nearest intersection in
which the roadway is to be improved. In addition to the design, construction, and right-of-way
acquisition, the developer shall also be responsible for relocation of utilities. Where a
development has frontage, but does not provide access to an unpaved road, the developer shall
preserve right-of-way along the development's frontage for future improvements to the
roadway.

1.8 Visibility at Intersections.

A. Corner lots. On corner lots within all zoning districts, no fence, shrubbery or other obstruction
shall be placed within the sight line triangles that blocks or disrupts the line of sight based on a
driver eye height of three and one-half (3.5) feet located fourteen (14) feet from edge of travel
lane (when there is a deceleration lane, the driver eye shall be located fourteen (14) feet from
edge of decel lane) and an object height of three and one-half (3.5) feet located in the center of
each respective lane. However, street signs, streetlights, mailboxes, or similar shall be permitted
within the sight line triangles (see Figure 8.5 below).
B. Intersection sight distance for all streets.
1. Curb cuts shall be placed so as to provide for the minimum intersection sight distance based
on the intersecting road's posted speed limit. The intersection sight distance is measured
using a driver-eye height of three and one-half (3.5) feet and an object height of three and
five-tenths (3.5) feet with the driver eye being located fourteen (14) feet beyond the edge
of the travel lane (when there is a deceleration lane, the driver eye shall be located fourteen
(14) feet from edge of decel lane) and an object height of three and one-half (3.5) feet
located in the center of each respective oncoming lane.

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2. Table of minimum intersection sight distances relative to design speed posted on streets
are:

Intersection Sight Distance for 2-lane Roadway

Speed (MPH) 25 30 35 40 45 50 55

Stopping sight distance 280 335 390 445 500 555 610

Source: 1990 AASHTO Guide, A Policy on Geometric Design of Highways and Streets.

C. Stopping sight distance for all streets.
1. Minimum street centerline stopping sight distance shall be designed relative to the design
speed of the street and shall be measured above the street centerline using a driver eye
height of three and one-half (3.5) feet and an object height of six (6) inches.
2. Table of minimum centerline stopping sight distances relative to design speed posted on
streets are:

Stopping Sight Distance

Speed (MPH) 0—25 30 35 40 45 50 55

Centerline sight distance (stopping distance in feet) 150 200 225 275 325 400 450

Minimum crest curve "k" value (1990 AASHTO) 20 30 40 60 80 110 150

Minimum sag curve "k" value (2004 AASHTO) 26 37 49 64 79 96 115

Source: 1990 and 2004 AASHTO Guide, A Policy on Geometric Design of Highways and Streets.

As info concerning the above minimum crest "k" values, where there is an intersecting street
on or near the vertical curve, the minimum "k" value may not provide for the minimum
intersection sight distance requirement. If this is the case, the "k" value for the crest curve will
need to be increased in order to obtain the minimum intersection sight distance required.

1.9 Pedestrian Access and Facilities Requirements.

A. Sidewalks shall be at least four (4) feet in width and four (4) inches in thickness and shall be
constructed of Portland cement concrete. Sidewalks shall be installed no closer than two (2) feet

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to the back of curb line and shall not be constructed over any underground gas, electric,
communications, or water and sewer utilities. Sidewalks and curbs, at street intersections, shall
be designed to permit handicapped access (see construction standard detail for location of
sidewalks). Sidewalks shall be required on both sides of streets within all commercial, industrial
or residential subdivisions and all mixed use developments.
B. Sidewalks shall be installed by the builder on lots upon which a dwelling is being constructed
before the issuance of a certificate of occupancy. All sidewalks along common areas, including
pond lots, amenity areas, open space, and lots containing existing homes or lots that are
unbuildable, shall be installed by the developer before the end of the three-year maintenance
period. After the three-year maintenance period has expired, any broken curbing and sidewalk
will be repaired by the builder before a certificate of occupancy is issued.
C. Twelve (12) months from the completion of at least ninety (90) percent of the dwellings in any
subdivision, or phase of any subdivision, the City of Stockbridge reserves the right to install
sidewalks along any areas not yet containing sidewalks. The cost of construction and installation
shall be repaid to the City of Stockbridge via a lien placed on the adjacent property upon which
the sidewalk fronts.
D. The provisions established in this section may be applied to any project currently under review
or under bond as of the date of adoption of this Code.
1.10 Street Names and Sign Requirements.

A. Street names.
1. All proposed street names within the city for new roads or roads within commercial,
industrial, or residential subdivisions shall be approved by the Director during the
preliminary plat review process or prior to recording of the road and its right-of-way deed.
2. Any request to change the name of an existing road shall be submitted to the Director for
review and approval, with the city council having final approval of the change.
B. Street signs.
1. The Director shall determine the need and location of street signs within a subdivision. The
location of the street signs shall be determined during the review of the preliminary plat.
2. The City’s standard steel street posts or wooden four-inch by four-inch posts with horizontal
reflectorized street name plates with four-inch letters shall be furnished and installed by
the City.
3. The cost of street signs and their installation shall be paid by the applicant at a fee
determined by the City.
4. The required fee shall be paid by the applicant when submittal of a final plat is made to the
City.

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1.11 Streetlight and Pedestrian Light Requirements.

A. In order to ensure adequate illumination of public rights-of-way and promote safety and
security, The American National Standard Practice for Roadway Lighting of the Illumination
Engineering Society (RP-8-00), as approved by the American National Standards Institute (1993),
as from time to time amended, is hereby adopted as the standard for the installation and
operation of lighting in the City. At a minimum, the provision of pedestrian lights shall be
required as per section 4.05.06.G.1.
B. Approval of lighting plan.
1. A lighting plan, which may be prepared by the streetlight provider, shall be provided to the
Director or designee for the erection, construction, or installation of streetlight and/or
pedestrian light fixtures or equipment upon which the illumination thereof falls upon public
rights-of-way. This shall include security lights of all kinds and nature. The lighting plan shall
illustrate the illumination provided by pedestrian lights. The overlap of pedestrian light
illumination and streetlight illumination shall be minimized to such an extent that
streetlights may not be required at all in areas where pedestrian lights, meeting the
equivalent requirements of section 4.05.06.G.1 provide the required illumination without
streetlights.
2. Lighting plans shall be submitted with the final plat and any additions.
3. Plans shall demonstrate how the proposed lighting meets the standards of this section and
include a drawing showing the exact location of streetlights.
4. No lighting shall be installed or operated without approval of the division director or
designee.
C. Streetlight and pedestrian light fixtures or equipment shall be erected, constructed, or installed
by the applicant in such a manner to ensure that the lateral light distribution which causes a
glare does not inhibit the users of the rights-of-way from safely traversing and using the rights-
of-way.
D. Streetlight and pedestrian light district requirements for new development.
1. Streetlights shall be provided in new subdivisions where new streets are required to be
dedicated to the city or which allow lot access to existing city streets. Pedestrian lights shall
be provided as required in section 4.05.05.
2. The developer of residential subdivisions shall install streetlights and pedestrian lights with
underground wiring. It shall be the responsibility of the applicant to coordinate the
installation of the streetlights and pedestrian lights with the appropriate utility and the city
consistent with the standards contained in this UDC.
3. Each property owner shall be assessed a rate based on the total cost of annual lighting
charge within the district divided by the number of properties within the district. Unit cost

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of lighting fixture charges shall be based on fees provided by electric utility companies of
both overhead and underground installation.
4. The rates or charges for lighting service shall constitute assessments on the property so
served. Those assessments shall be added to tax bills at the end of each year and shall
constitute a lien upon the property. Said lien shall have the same priority as tax assessments
and an execution may issue for the purpose of enforcing the lien including foreclosure
and/or judicial sale.
E. Streetlight and pedestrian light district requirements in existing residential development.
1. Individuals owning real property in an existing residential area desiring to install streetlights
and/or pedestrian lights may apply with the city to establish a streetlight and pedestrian
light district.
2. The application shall be supported by a petition signed by property owners representing
more than fifty-one (51) percent of the property owners in the district which is sought to
be established.
3. Upon receipt of a complete streetlight application, the Director will contact the utility
provider to request a layout, price, and contract, if necessary, for the streetlights. For
pedestrian lights, the proposed layout prepared by an engineer licensed in the State of
Georgia, the fixture specifications, the unit price, and the contract, if necessary, shall be
provided as part of a complete streetlight and pedestrian light district application.
F. Up to three (3) additional streetlights or pedestrian lights may be added to an existing street
light district by the Director. If four (4) or more additional streetlights or pedestrian lights
are required, the request must follow the procedure in section 8.01.11.E.2. above.
1.12 Drainage Standards for Street – Placement, Location, and Design.

A. The size, length, and location of all surface drainage pipe or structures shall be shown on all
preliminary plats. All storm drain pipes or culverts carrying stormwater from the street and
adjacent property or through lots in the subdivision shall be extended to ten (10) feet from the
rear property line. Stormwater shall be released into a channel or swale without causing
scouring, erosion, or resulting in sedimentation of the receiving channel. The outlet channel shall
include structural and vegetative measures to assure nonerosive velocities of stormwater.
B. Installations, backfilling, and compaction around drainage pipes shall be in accordance with
GDOT specifications. All pipes shall have a minimum cover of eighteen (18) inches from the
bottom of the road base, and head walls or inlet basins constructed at the ends of the pipes.
C. The design of drainage structures shall be based on recognized hydrological formulae.
D. Piped collection systems for public streets (catch basins, inlets, cross drains, longitudinal piping),
shall be designed for the 50-year storm.

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E. Road culverts, which carry live streams, shall be RCP and off-site drainage shall be designed for
the 100-year storm and the developer's engineer is to provide a no-rise certification letter.
F. Cross drain pipes within the public rights-of-way shall be designed and constructed at or near a
ninety-degree angle with the roadway centerline. Where a slight skew is necessary, the pipe
shall be placed within an eighty- to one-hundred-degree angle with the roadway centerline.
G. Longitudinal pipes along a curved section of roadway shall be located on the inside of the curve
to avoid pipe beneath the roadway footprint. In the event that the longitudinal pipe needs to
be along the outside of the curve the pipe shall be wholly located outside the limits of the curb
and gutter by use of additional junction boxes. For pipe at a cul-de-sac location, all pipe shall be
wholly located outside of the footprint of the curb and gutter that encircles the cul-de-sac.
1.13 Drainage Standards for Street – Materials and installation.

A. Standard specifications.
1. All of the materials, methods of the construction, and workmanship for the work covered
in reference to stormwater conveyance facility construction shall conform to the most
recent Standard Specifications of the Georgia Department of Transportation (Georgia DOT).
2. Allowable pipe material for all applications in drainage easements and public street rights-
of-way, except as specified below, are aluminum-coated (Type 2) corrugated steel pipe
(ASP), corrugated aluminum alloy pipe, smooth-lined corrugated polyethylene pipe (HDPE),
or reinforced concrete pipe (RCP). Usage is summarized in the table below titled pipe
material alternatives.
3. For roads constructed with public funds, either wholly or in part, or roads classified as major
thoroughfares, materials which meet the Georgia DOT design standards shall be used
unless an alternative is specifically approved by the City.
4. Only reinforced concrete pipe (RCP) shall be used for all dams nine (9) feet or more in height
with an impounding capacity of twenty (20) acre-feet or more unless the Georgia Safe Dams
Program requires another material.
5. Reinforced concrete pipe (RCP) shall be used under non-local roads when the ADT is greater
than fifteen thousand (15,000) vehicles per day (vpd). Reinforced concrete pipe (RCP) or
smooth-lined corrugated high density polyethylene (HDPE) pipe shall be used under
nonlocal roads when the ADT is less than fifteen thousand (15,000) vpd.
The Director may approve an alternative pipe material.

B. Minimum pipe and pipe coating requirements. The type of pipe material used shall be in
accordance with subsection 8.01.13.A, standard specifications.
1. Reinforced concrete pipe shall be in not less than eight-foot joint lengths. All joints shall be
bell and spigot type, with a rubber gasket conforming to ASTM C-443. Pipe shall be

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manufactured in accordance with AASHTO M-170 and/or ASTM C-76. Class of pipe and wall
thickness shall be in accordance with 1030-D, Georgia DOT specification, Table No. 1.
2. Aluminum-coated (Type 2) steel pipe shall comply with AASHTO M-274 for the coating and
AASHTO M-36 for the pipe fabrication. Aluminum alloy pipe shall comply with AASHTO M-
196 for material and fabrication.
3. See the standard drawings for the minimum acceptable combinations of gages, diameters,
and corrugation configurations for corrugated aluminum alloy pipe and pipe arches, and
for corrugated aluminum-coated steel pipe and pipe arches.
4. Each end of each pipe section, to be joined by a coupling band, shall have a minimum of
two (2) annular corrugations. Coupling bands shall be so constructed to lap on an equal
portion of each of the pipe sections to be joined. The connecting bands shall have a
minimum of two (2) annular corrugations and fully engage, over the entire pipe periphery,
one (1) corrugation on each pipe. Bands shall be fabricated from the same material as the
pipe. The minimum band gauges for aluminum pipe and aluminized pipe shall be as
specified in AASHTO M-196, Section 19, and AASHTO M-36, Section 9, respectively.
5. Gaskets may be required as determined by the city in the field, and shall be either sleeve
type or O-ring type and shall meet the requirements for gaskets as specified in AASHTO M-
36, Section 9.3.
C. [Structural plate drainage structures.] Structural plate drainage structures shall conform to the
following specifications:
1. Corrugated aluminum alloy structural plate pipe, pipe arches and arches shall consist of
aluminum plates and galvanized bolts and nuts of the size, shape and thickness as shown
on the approved plans. These structures shall conform to the requirements of AASHTO M-
219.
D. Smooth interior corrugated polyethylene pipe.
1. This specification applies to high density polyethylene corrugated pipe with an integrally
formed smooth interior (HDPE). HDPE pipe manufacturers shall be approved by the
Director.
2. This pipe shall conform to the requirements of AASHTO M-294, Type S.
3. Joints shall be as recommended by the manufacturer and approved by the city. Connections
shall create a soil tight joint at a minimum and shall use a rubber gasket, which conforms
to ASTM F-477.
4. Installation shall be in accordance with ASTM Recommended Practice D2321, AASHTO
Section 30, or as specified by the county.
Certification from the manufacturer that the product was manufactured, tested, and supplied in
accordance with this specification shall be furnished to the city upon request.

Stockbridge, Georgia, Code of Ordinances

Page 435 of 440
Title 12 – UNIFIED DEVELOPMENT CODE

Allowable Pipe Use

Metal Pipe Plastic Pipe

Reinforced Smoothed
Pipe Type Concrete Polymer Lined High
Aluminized Aluminum Corrugated
Pipe Precoat Density
Type 2 Steel Alloy Polyethylene
Steel Polyethylene
Type "S"

ASTM
ASTM B744,
A742,
ASTM A760, B745;
ASTM C76, A762; ASTM F-2306;
Specifications A929; AASHTO AASHTO
AASHTO AASHTO AASHTO M294
(See note 1) AASHTO M196, M252
M170 M36, (see note 2)
M36, M274 M197,
M245,
GDT17
M246

Minimum Per GDOT Per GDOT Per GDOT Per GDOT AASHTO
AASHTO M294
thickness/class Std 1030D Std 1030D Std 1030D Std 1030D M252

Type Installation

Longitudinal X X X X X

Cross
drain
<10 X
Cross percent
drains on slope
road
w/over Cross
15,000 ADT drain >
Check w/HCDOT concerning pipe type to be used when x-drain > 10 percent
10
and ADT > 15,000
percent
slope

Stockbridge, Georgia, Code of Ordinances

Page 436 of 440
Title 12 – UNIFIED DEVELOPMENT CODE

Cross
drain
<10 X X
Cross
percent
drains on
slope
nonlocal
road w/less
Cross
than
drain >
15,000 ADT
10 X
percent
slope

Cross
drain <
10 X X X X
Cross
percent
drains on
slope
local road
(s/d road)
Cross
w/less than
drain >
15,000 ADT
10 X X X
percent
slope

Lateral systems X X X X X

Slope drain X X X X

Perforated
X X X X X
underdrain

Dams H > 9 feet and V
> 20 Ac-Ft

Perennial streams X X

Minimum allowable
2.5 fps 2.5 fps 2.5 fps 2.5 fps — 2.5 fps
design velocity

Stockbridge, Georgia, Code of Ordinances

Page 437 of 440
Title 12 – UNIFIED DEVELOPMENT CODE

Smooth lined
Reinforced Polymer
Aluminized Aluminum Corrugated high density
concrete precoat
type 2 Steel alloy polyethylene polyethylene
pipe steel
Type "S"

Maximum allowable
15 fps 5 fps 15 fps 15 fps — 15 fps
design velocity

Minimum soil 6/1500 5/1500
pH/resistivity ohm/cm ohm/cm

Notes:

1) All pipe materials shall meet the minimum requirements of the Georgia Department of
Transportation's Standard Specifications Construction of Transportation Systems, most current
edition.

2) Allow smoothed-lined HDPE, Type S (AASHTO M294) pipe for storm (longitudinal and cross) and side
drain applications through 48-inch diameter so long as roadway's ADT is less than fifteen thousand
(15,000) vehicles per day.

E. Pipe installation.
1. [Installation standards.] Reinforced concrete pipe (RCP), corrugated aluminum alloy pipe,
corrugated aluminum coated steel pipe and smooth interior corrugated polyethylene pipe
shall be installed in accordance with Section 550 of the Georgia DOT Standard
Specifications, Construction of Roads and Bridges. Prior to approval of a final plat, the city
may require the submittal of certification from a mandrel testing agency indicating that all
installed pipe (other than RCP) does not exceed five-percent deflection. Based on field
inspections, video surveillance may be conducted by the county or required by the city on
storm drain installations before approval of the final plat or issuance of the certificate of
occupancy. If required, video surveillance should be done after completion of all activities
that may damage the pipe but prior to placement of base, paving or landscaping over or
near the pipe. If video surveillance indicates problems such as pipe deformation, cracking
or joint separation, the pipe shall be removed and replaced before approval.
2. Bedding. All pipe structures shall be placed on stable earth or fine granular foundation, the
characteristics of which would be expected to provide long-term stability. In all live stream
pipe installations, in areas of low bearing solid or non-uniform foundations, in area where
rock is encountered at the foundation level, or in other locations where conditions warrant,
a minimum of six (6) inches of crushed stone bedding is required, (maximum size of stone
shall be three-fourths-inch). Geotextiles or geogrids may also be required by the City in
problem areas.

Stockbridge, Georgia, Code of Ordinances

Page 438 of 440
Title 12 – UNIFIED DEVELOPMENT CODE

3. Backfilling. Backfill for CSP, CAP, and HDPE pipe installations shall be constructed using
graded aggregate base or crusher run six (6) inches below the bottom of pipe to twelve (12)
inches above the pipe crown. Backfill for RCP pipe installations shall be constructed using
graded aggregate base or crusher run six (6) inches below the pipe invert to one-quarter
(¼) of the pipe diameter. Foundation backfill material shall be used for RCP above one-
quarter (¼) of the pipe diameter (if graded aggregate base is not used above the one-
quarter (¼) of the pipe diameter) as per Type I or Type II, as specified in sections 8.12.01
and 8.12.02 respectively, in Georgia DOT Standard Specifications. These materials shall be
placed in players of not more than six (6) inches loose. Compaction of these materials shall
be accomplished by hand tamping or machine tamping. Required compaction levels are as
follows:

Stockbridge, Georgia, Code of Ordinances

Page 439 of 440
Title 12 – UNIFIED DEVELOPMENT CODE

4. [Within street right-of-way.] Backfill within all street rights-of-way shall be compacted to
ninety-five (95) percent maximum density, tested using the AASHTO Method T-99.
5. [In other areas.] Backfill in all other areas shall be compacted to ninety (90) percent
maximum density, tested using the AASHTO Method T-99.
6. Construction loads and minimum covers. If drainage pipe is installed prior to the completion
of grading, a minimum of four (4) feet of fill should be provided where needed to
adequately protect the drainage structure during the land development phase, unless the
structure itself is designed to withstand the anticipated live load during construction.
F. End finish.
1. Headwalls or other end treatments are required on all culverts and at the outlet of all piped
collection systems. Where ends of pipe are located within, or near, the right-of-way and
are parallel, or nearly parallel, with the roadway, safety end sections shall be required when
the posted speed limit is thirty-five (35) mph and over.
2. Headwalls are to be precast concrete, stone masonry with reinforced concrete footings, or
poured in place, reinforced concrete with reinforced concrete footings. Precast concrete
headwalls for corrugated aluminum coated steel pipe or aluminum alloy pipe shall be made
with aluminum coated steel or aluminum alloy pipe stubs.
3. End treatments that conform to the slope may be pre-cast concrete end sections; aluminum
coated steel or aluminum alloy end sections, masonry, PE end sections, reinforced poured-
in-place slope collars, or grouted rip-rap. Concrete and metal flared end sections shall
conform to applicable Georgia DOT Standard Drawing 1120, 1122, or Detail D-39.
G. Junction boxes and catch basins. Junction boxes and catch basins shall have metal manhole
frames and lids for access.
H. Other structures. Natural bottom arches and box culverts may be used in accordance with the
latest standard specifications of the Georgia Department of Transportation. Bottomless culverts
shall require that a scour analysis be done by a registered professional engineer in that field to
Georgia Department of Transportation Specifications and Standards to ensure the soundness of
the proposed structure.

Stockbridge, Georgia, Code of Ordinances

Page 440 of 440
Unified Development Code Updates
Planning Commission
Current Zoning Ordinance
o Many sections adopted between
1997 and 2016
o Organization is not consistent, as ordinances
are referenced in 3 different Code
Sections
o References codes no longer in existence or
located within the Henry County Code
o Outdated engineering standards
Goals of Unified Development Code
Update
Throughout our review process, which included Elected
Official interviews, discussions with City Staff, and
Community input, a trend emerged for the overall goal
and vision of the project. The significant points are:

❖ Improve organization and user friendliness for all users.
❖ Update the zoning and overlay districts.
❖ Integrate architectural and site design requirements.
❖ Define and streamline review processes.
New UDC Organization
▪ Article I
▪ General Provisions
▪ Zoning Districts and Overlay Districts
▪ Use Regulations
▪ Development Standards
▪ Non-conforming Standards
▪ Boards and Commissions
▪ Zoning Amendments
▪ Administration Procedures
▪ Variances, Administrative Variance, and Administrative Appeals
▪ Master List Of Acronyms and Definitions
▪ Article II: Signs Standards
▪ Article III: Tree Protection
▪ Article IV: Subdivisions Standards
▪ Article V: Environmental Protection
▪ Article VI: Infrastructure Improvements
Zoning Districts
GIS Review &
Methodology
Zoning District
Methodology
Updated Zoning Districts
Type New Zoning Districts

RR – Rural Residential
13 New SR – Suburban Residential
Zoning
Residential CCR – City Center Residential
Districts
MFR – Multiple Family Residential
19 Previous
MHR – Mobile Home Residential
Zoning Districts
OI – Office Institutional

DT – Downtown

Commercial C1 – Neighborhood Commercial

C2 – General Commercial

C3 – Heavy Commercial

M1 – Light Manufacturing
Industrial
M2 – Heavy Manufacturing

Mixed Use PUD – Planned Unit Development
New 2 Page Layout for Each Zoning District
Use Table
New City Center
Residential District
Allows for Additional Housing Options
➢ Duplex
➢ Triplex
➢ Quadraplex
➢ Accessory Dwelling (In-law suite)
➢ Senior Housing
Mixed Use – PUD District
▪ Allow combination of uses – horizontal or vertical
▪ Promote flexibility in development standards
▪ Create a streamlined review and approval process
▪ Catalyst for new development patterns and
redevelopment opportunities
New PD – Planned Development District
1. Preliminary Concept Plan Review by Planning Commission and City
Council.
2. If a preliminary concept plan is approved, then the applicant must
create a Master Development Plan.
3. The Master Development Plan must include a full site plan, all property
information, existing conditions, proposed development conditions, and
a written report describing the plan in detail. Additional details to be
included written out in code in Section 2.4.23.
4. Approval of the Master Development Plan conditions the project to the
approved materials.

This process allows the City to consider a variety of Mixed-Use proposals and
determine which projects are appropriate for specific areas within the City.
New Zoning Map
New Downtown Zoning District
New Downtown
Zoning District
• Allows residential on upper
floors to encourage small
scale mixed-use elements
▪ City Hall
• Expansion of additional
▪ Merle Manders
uses to promote Conference Center
entertainment and
gathering in this area ▪ Clark Community Park
▪ Cochran Public Library
• Provides a Conditional Use ▪ Downtown Strip
Permit for some medium
density residential
Downtown Village
Overlay District
New name for Historic Downtown area, yet still includes:
▪ Permitted Uses
▪ Outside Dining and Special Events
▪ Architectural Features
▪ Permitted Materials and Colors
▪ Streetscape
▪ Height and Bulk Standards
▪ Parking Facilities
Combined Overlay District and
Created Citywide Development Standards
Updated Parkway Mixed- Old Overlays Combined
Use Overlay District Into Parkway Mixed-Use
Standards ▪ High Rise District
➢ Combination of all previous ▪ Highway 138
overlays
▪ Highway Corridor
➢ Allows Mixed-Use Development
by Right
➢ Allows increased height
compared to other areas in the City
➢ Allows reduction of parking if
applicable
➢Includes site design and access
management standards
➢ Includes landscaping, lighting,
and buffering requirements
New Parkway
Mixed Use
Overlay District
Updates to Citywide Development Standards
▪ Architectural Requirements for all Residential Use as
well as architectural requirements for all mixed-use
and commercial buildings were updated based on the
provided Jodeco guidelines
▪ The open space and outdoor lighting standards for
the entire City were also updated based on the
provided Jodeco guidelines
▪ All New Construction on Major Highways (as listed in
the code) are now required to have a 10-feet wide
pedestrian travel zone and a 10-feet wide
fixtures/planting zone.
Signs
The sign section was updated in
accordance with staff requests, yet still
require:
▪ Monument based signs
▪ Limited wall signage based upon sq. ft.
▪ Planting around sign
▪ Temporary signs
Processes, Procedures, & Development Activities
Zoning Processes
These processes were all reviewed and altered as needed
to create consistency.

❑ Rezoning
❑ Conditional Use Permits
❑ Comprehensive Plan Amendments
❑ Text Amendments
❑ Variances
Tree Protection
The following sections were completely re-written to
ensure compliance with industry standards. Previously,
the landscaping, tree, and buffer standards were only
available as a paper copy located within the Clerks office.
Now, they are correctly incorporated for ease of use and
proper enforcement.
❖ Tree Survey
❖ Tree Protection Plan
❖ Density Tree Requirement
❖ Final Inspection
Subdivision Regulations
This process was not clearly defined.
Therefore, the sections were created new to
ensure compliance and define the process
within the City. Includes the following
processes:
➢ Preliminary Plat
➢ Small Subdivision Exception
➢ Final Plat
➢ Official Recording
Environmental Protection
The following sections were completely re-written to
ensure compliance with Federal and State standards.
❑ Soil Erosion & Sedimentation Control
❑ Floodplains
❑ Stream Buffer Protection
❑ Stormwater Management
❑ Illicit Discharge
Infrastructure Improvements
The following sections were completely re-written to ensure
compliance. Previously, there were referenced to the Henry
County Code. New standards for development include:
o Traffic Impact Studies
o Access Requirements
o Design & Construction
o Visibility at intersection
o Pedestrian Access
o Street Names
o Streetlights
Other Zoning Updates
oReferences to the Municipal Planning
Commission and County Planning Commission
were all changed to “Planning Commission”
oReferences to previous Planning Board(ZAB)
were removed.
oMaster List of Definitions and Acronyms was
updated based on changes.
Next Steps

On-going Review Public Hearings Adoption

Final City review, Public hearing process City Council adoption of
including Attorney. and opportunity for final version of the
Include any comments public input Unified Development
received tonight Code and Zoning Map

October 2021

PUBLIC HEARING NOTICE

CITY OF STOCKBRIDGE – ADOPTION OF THE OFFICIAL ZONING MAP—The City of Stockbridge
Planning Commission and the City of Stockbridge Mayor and City Council will review the proposed
Official Zoning Map to be amended in conjunction with the Unified Development Code (UDC),
which includes the City’s Zoning Ordinance. This item will run concurrently with the UDC.

CITY OF STOCKBRIDGE PLANNING COMMISSION MEETING /PUBLIC HEARING

Date: Thursday, September 23, 2021
Location: Virtual Meeting via Zoom. See City website to connect—
www.cityofstockbridge.com
Time: 6:30 p.m.

CITY OF STOCKBRIDGE MAYOR AND CITY COUNCIL MEETING / PUBLIC HEARING

Date: Monday, October 11, 2021
Location: Virtual Meeting via Zoom. See City website to connect—
www.cityofstockbridge.com
Time: 6:00 p.m.

Please run a Legal ad in The Henry Herald on the following dates: Wednesday, September 1,
2021, and Wednesday, October 6, 2021.

Edited by: Date:

Checked by: Date:

Approved by: Date:

Received at The Daily Herald by:

Date: Time:

Please Bill: 7040—Planning and Zoning Department

Please e-mail a copy of the Ad, once it has run, to planning@cityofstockbridge-ga.gov and also to
bjohnson@cityofstockbridge-ga.gov

Thank you.

Brecca R. Johnson, Director
Community Development Department
4602 North Henry Boulevard
Stockbridge, GA 30281
678.833.3329 (Office)
470.758.3417 (Cell)
bjohnson@cityofstockbridge-ga.gov

cityofstockbridge.com
Legend
RR- Rural Residential District
SR - Suburban Residential District
CCR - City Center Residential District
MFR - Multiple Family Residential District
MHR - Mobile Home Residential District
C1 - Neighborhood Commercial District
C2 - General Commercial District
C3 - Heavy Commercial District
OI - Office Institutional District
DT - Downtown District
LI - Light Industrial District
HI - Heavy Industrial District
PUD - Planned Unit Development District
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