---
date: 2023-07-27
title: Planning Commission Agenda Packet
source: 2023-07/2023-07-27_Planning Commission_Agenda Packet.pdf
pages: 1
---

STOCKBRIDGE Planning Commission
PLANNING COMMISSION Meeting
BOARD MEMBERS
Agenda
Askia Abdullah, Chair
Vacant, Vice Chair
July 27, 2023 6:30 PM
Stanley Dumas
Harold Thibodeaux
David Planchon
Anthony Mitten

ADMINISTRATION
Brecca Carter
Community Development Director

Ryan Anderson, Chief Planner

Linda Logan STOCKBRIDGE CITY HALL
Senior Planner, Secretary
4640 NORTH HENRY BLVD.

STOCKBRIDGE, GA 30281
Gordon Linton, Planner I
Website: www.stockbridgega.org
Valerie Ross, Attorney Phone: 770-389-7900

Fax: 770-389-7912
AGENDA
PLANNING COMMISSION MEETING
CITY OF STOCKBRIDGE
THURSDAY, JULY 27, 2023 6:30 PM

I. CALL TO ORDER
II. INVOCATION
III. PLEDGE OF ALLEGIANCE
IV. ROLL CALL
V. ADOPTION OF THE AGENDA
VI. APPROVAL OF MINUTES -- May 25, 2023 Summary Minutes
PC Summary Minutes for May 25, 2023

WELCOME TO NEW PLANNING COMMISSION MEMBER, ANTHONY MITTEN

ELECTION OF OFFICERS: VICE-CHAIRMAN

BRUSH CREEK COMMONS TOWNHOMES: FINAL TOWNHOME PLAT APPROVAL

Item # 1 - Eaman Fatemi, Applicant and Member of Pivotal Enterprises, LLC
(Owner as Applicant), requests the approval of his proposed “Final Townhome
Plat”, prepared by Seiler & Associates and dated July 20, 2023 for the Brush
Creek Commons Townhomes, to be developed on Parcel # S07-01006005 on
Shields Road. The Stockbridge City Council previously approved Zoning
Modification Case #ZM-2022-01 for the Brush Creek Commons Townhomes on
November 14, 2022. The property contains 15.895 +/- acres, with frontages on
Brush Creek Court and Shields Road. It is located in Land Lots 59 & 70 of
District 12 within the Stockbridge City Limits.

To be presented by the Community Development Staff.

Presented by:
Page | 3

PROJECT UPDATES

STAFF COMMENTS

BOARD COMMENTS

ADJOURNMENT

July 27, 2023 6:30 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900

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.

SUMMARY MINUTES
PLANNING COMMISSION
THURSDAY, May 25, 2023 at 6:30 p.m.

BOARD MEMBERS: ADMINISTRATION:
Askia Abdullah, Chairman Brecca Carter, Community Dev. Director
Kathleen Nelson, Vice Chairman Valerie Ross, City Zoning Attorney
Stanley Dumas Vanessa Holiday, City Clerk
Harold Thibodeaux Ryan Anderson, Chief Planner
David Planchon Linda Logan, Senior Planner / PC Sect’y
Gordon Linton, Planner I
I. CALL TO ORDER – Made by Chairman Abdullah at 6:30 p.m.

II. INVOCATION – Given by Harold Thibodeaux.

III. PLEDGE OF ALLEGIANCE -- Done in unison.

IV. ROLL CALL (Taken by Linda Logan):
Present Absent
~ Askia Abdullah _____X_____ ___________

~ Kathleen Nelson _____X_____ ___________

~ Stanley Dumas _____X_____ ___________

~ Harold Thibodeaux _____X_____ ___________

~ David Planchon _____X______ ___________

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

V. ADOPTION OF THE AGENDA

A motion to adopt the Agenda was made by Kathleen Nelson and seconded by
Harold Thibodeaux. A vote was taken and the Agenda was unanimously adopted.

VI. APPROVAL OF MINUTES – April 27, 2023 Summary Minutes.

Harold Thibodeaux stated that a correction needed to be made to the Invocation,
which was actually given by Stanley Dumas. Mr. Dumas then made a motion to
approve the Minutes with the stated correction, and Kathleen Nelson seconded
the motion. A vote was taken and the Minutes were unanimously approved.

VII. CITY OF STOCKBRIDGE – TEXT AMENDMENT CASE #TX-2023-01.
Consideration of a text amendment to the Stockbridge Unified Development Code
(UDC) in Section 2.5.2(D)(12) and Section 2.5.3(F)(11) to allow hookah
bars/lounges, cigar bars/lounges, and tobacco/vape shops as ancillary uses to the
primary use of a restaurant / lounges. Currently, the above uses are Prohibited
Uses within the Parkway Mixed-Use (PMU) Overlay District and the Downtown
Village (DV) Overlay District.

To be presented by the Community Development Staff.

Staff Presentation. Ryan Anderson gave the Planning and Zoning Staff’s
PowerPoint presentation of this case. He stated that TX-2023-01 would allow
hookah bars/lounges, cigar bars/lounges, and tobacco/vape shops as ancillary
uses in the Parkway Mixed-Use Overlay District and the Downtown Village
Overlay District.

Board Questions and Comments. Askia Abdullah inquired about smoke. How
does tobacco use impact those who are in the building? He expressed ventilation
concerns. Ryan Anderson replied that pertinent regulations would be written into
the ordinance of approval. He explained that several business owners have
inquired about having these types of uses within their establishments, citing a
need for an additional revenue source. These business owners have also spoken
to several Council members. Mr. Anderson stated that some nearby businesses
which are located outside of the overlay districts are allowed to include these uses
within their establishments.

Stanley Dumas wanted to know how many people had inquired about having
hookah bars/lounges, cigar bars/lounges, and tobacco/vape shops within
restaurants. He expressed his opposition to this case, saying that the City’s Unified
Development Code (UDC) was adopted after a great effort was made. He also
expressed the same health concerns as Mr. Abdullah, and he said that allowing
these types of uses would be premature. Mr. Anderson replied that the UDC is a
“living document”, making it available to be amended as conditions arise.

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

Askia Abdullah inquired about the minimum size which an establishment would
need to be in order for it to be allowed to include the proposed uses. He also
wondered whether establishments could have a separate room for these smoke-
generating uses, and whether even having a separate room would allow enough
ventilation. Mr. Anderson replied that customers could decide not to go into those
establishments. Mr. Abdullah explained that he is not opposed to TX-2023-01,
but that there should be some additional regulations to require businesses to have
a separate room for the proposed uses.

Valerie Ross said that since this case has been advertised, it must move forward
to City Council, but that then it could still come back to the Planning Commission
for further consideration. Harold Thibodeaux stated that he wanted the Council
members to know the Board members’ thoughts.

Public Hearing. Chairman Abdullah opened the Public Hearing. Citizen Jocelyn
Williams (from 190 Banks Drive in Stockbridge) spoke in opposition of TX-2023-
01. She wanted restaurants to be required to derive at least 51 percent of their
total sales from food. She wondered how smoke from hookahs, cigars, tobacco,
and vape could be prevented from moving around and getting into the areas where
food is served, even if a separate room is provided for the proposed uses.

Board Action. Stanley Dumas made a motion to deny this case, and Harold
Thibodeaux seconded the motion. A vote was taken, and the Board members
voted unanimously to deny this case.

VIII. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2022-04.
Consideration of a request for a Comprehensive Plan Amendment to assign the
future land use designation of ‘High-Density Residential’ to certain property on
Flippen Road, to allow for the construction of a mixed-use residential
development, including commercial and office uses. The applicant is Vista
Residential Partners (c/o Dennis J. Webb, Jr.). The property contains three
parcels in Land Lot 38 of District 12, as are listed below, with 276.91+/- total acres
within the Stockbridge City Limits.
• Parcel #030-01004000—Large parcel with 249.19 +/- acres, located between
Flippen Road and Interstates 75 & 675.
• Parcel #030-01003001—Medium-sized parcel with 24.97 acres, located at 630
Flippen Road.
• Parcel #030-01004008 -- Small parcel with 2.75 acres, located at 384 Flippen
Road.

To be presented by the Community Development Staff.

Staff and Applicant Presentations. Gordon Linton gave the Planning and Zoning
Staff’s PowerPoint presentation of this case. Then the applicant’s attorney, Dennis
Webb of the law firm of Smith, Gambrell and Russell, made a PowerPoint
presentation. Mr. Webb said that there would be 20 percent fewer residential units

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

that what Henry County approved in 2019 for the Reeves Creek I development
proposal, plus the developer has added commercial and office components. The
existing site topography limits the amount of commercial uses that could be
included. The proposed site plan shows that a tie-in would be provided to the
adjacent Drive-Time property to the north on Walter Way, at the northwest corner
of the subject property. The proposed development would be built in several
phases and pods.

Board Questions and Comments. Askia Abdullah asked the applicant about
holding a community meeting to discuss the proposed Drive-Time connection.
Harold Thibodeaux asked about a traffic study. Mr. Webb explained that one was
previously done by ARC and GRTA along with the previous Reeves Creek DRI
review (#3799). Conditions from that traffic study were adopted by the applicant.
Mr. Thibodeaux asked about the community response, and Mr. Webb stated that
there was not much. Stanley Dumas asked the applicant about the adopted DRI
road improvements. He was concerned about one-way traffic signals. Mr. Webb
explained the planned project improvements and the “system” (City) traffic
improvements. He said that turn lanes are needed off Flippen Road. David
Planchon wondered about the visibility of the proposed retail and office uses on
Flippen Road, and he wanted to see a traffic study.

Public Hearing. Chairman Abdullah opened the public hearing for CP-2022-04.
Citizen Sara Phillips of 238 Northwind Drive stated that a lot of decisions have
been made already. She said that she doesn’t want a high-density area, and that
citizens were not involved in the decision-making process. Ms. Phillips was
concerned about transportation and safety. She had a late notice of the attorney’s
Zoom meeting (community meeting), and she wanted to have more input. Mr.
Abdullah pointed out that there would be a buffer around the development. Dennis
Webb clarified that a 50-foot buffer and greenspace would be located around the
proposed townhomes, next to Ms. Phillips’ property. Mr. Abdullah said that there
would thus be a separation. Mr. Webb stated that a traffic signal would be added.
Stanley Dumas said that a one-way access stub-out to the north would not prevent
traffic from Drive-Time from entering the proposed development. Kenneth Wood,
the project architect (from 350 Research Court) explained how the access stub-
out would work. David Planchon asked whether there were concerns about the
visibility of retail space from Flippen Road. Mr. Webb replied that there would be
small, general office space.

Citizen John Clowdus of 115 Mimosa Drive said that he lives across the street
from Northbridge Drive, and that there is too much traffic in the morning on Flippen
Road. He said that he did not receive a letter about this meeting. He also said
there is lots of foot traffic on Flippen Road, and that it is too scary to walk there.
Stanley Dumas asked him what he wanted to see built there. Mr. Clowdus replied
that he was not opposed to new houses, but that he was concerned about the
infrastructure. He liked the idea of trails, and he would like to see a community
park. He had no problem with housing or even with high-density, but he did not

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

want any apartments. Mr. Clowdus was afraid that the proposed commercial uses
would not get built. Citizen Jocelyn Williams from 190 Banks Drive said that better
public notification was needed. She had traffic concerns regarding the two-lane
traffic conditions on Flippen Road, and she wanted a community meeting with the
developer. Mr. Webb said that a turn lane, a deceleration lane, a traffic signal, and
sidewalks would all be included in the the development plan, and that he had spent
the past year working with the developer on these issues. Nevertheless, he said
that he would be happy to hold a community meeting with the citizens before the
City Council meeting on June 12th. He noted that this proposed development
would be better than what Henry County approved in 2019.

Board Action. David Planchon motioned to approve this case with the Staff’s
listed conditions, and Stanley Dumas seconded the motion. A vote was taken,
and the motion was approved by a vote of 4 to 1, with Kathleen Nelson voting to
oppose it.

IX. REZONING CASE #RZ-2022-05.
Consideration of a request for rezoning to assign the ‘PUD’ (Planned Unit
Development) district to certain property on Flippen Road, to allow for the
construction of a mixed-use residential development, including commercial and
office uses. The applicant is Vista Residential Partners (c/o Dennis J. Webb, Jr.).
The property contains three parcels in Land Lot 38 of District 12, as are listed
below, with 276.91+/- total acres within the Stockbridge City Limits.
• Parcel #030-01004000—Large parcel with 249.19 +/- acres, located between
Flippen Road and Interstates 75 & 675.
• Parcel #030-01003001—Small parcel with 24.97 acres, located at 630 Flippen
Road.
• Parcel #030-01004008 -- Small parcel with 2.75 acres, located at 384 Flippen
Road.

To be presented by the Community Development Staff.

Staff and Applicant Presentation. Ryan Anderson gave the Planning and Zoning
Staff’s PowerPoint presentation of this case. He stated that the subject property
was assigned the ‘PUD’ (Planned Unit Development) zoning district as a result of
the adoption of the City’s 2023 Zoning Map on May 8, 2023. He explained that
the proposed project requires a Master Plan, and he provided the zoning history
of the property. The original development proposal was much larger under the
Reeves Creek DRI #3799. The applicant’s attorney, Dennis Webb of the law firm
of Smith, Gambrell and Russell, was available for questions and comments.

Public Hearing. Chairman Abdullah opened the Public Hearing, but there were
no public comments.

Board Questions and Comments. Stanley Dumas asked about the small parcels
which are located near the center of the proposed development site. Mr. Webb

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

said that he was unable to include them since the property owners of those parcels
did not want to sell their properties to the developer.

Board Action. David Planchon made a motion to approve this case, and Stanley
Dumas seconded the motion. A vote was taken, and the Board members voted
to approve the motion by a vote of 4 to 1, with Kathleen Nelson voting to oppose
it.

X. CONDITIONAL USE PERMIT CASE #CU-2023-01.
Consideration of a request for a conditional use permit to allow for the
development of a place of worship at 713 Valley Hill Road. The applicant is
Victory Worship Center, represented by Keith G. Nation. The property is located
in Land Lot 103 of District 12, and it contains 4.000 +/- acres within the Stockbridge
City Limits.

To be presented by the Community Development Staff.

Linda Logan gave the Planning and Zoning Staff’s PowerPoint presentation of this
case. She explained that the applicant has submitted a joint site plan showing the
proposed place of worship (church) at 713 Valley Hill Road, as well as the
applicant’s proposed townhome development on the adjacent parcel to the west
(Parcel #029-01009001). Both developments would share the same entrance
driveway. CU-2023-01 is for the place of worship (church) only, and the applicant
has also submitted three other applications for the proposed townhomes on the
adjacent parcel. The applicant recently combined and re-subdivided the parcels,
and obtained a new recorded plat on May 2, 2023. A “place of worship” must meet
the regulations for “mass assembly center” within the Stockbridge Unified
Development Code (UDC).

Regarding the history of the property, Ms. Logan said that both properties have
been owned by the applicant since 2005, and they were annexed into the City of
Stockbridge in 2022 as part of the City-wide annexation referendum. Victory
Worship Center is an existing church within the City, operating from a retail space
within a commercial center at 6043 North Henry Boulevard, within Council District
4. Ms. Logan stated that the applicant previously obtained approval in 2006 from
Henry County for a conditional use permit to use the property at 713 Valley Hill
Road for a place of worship (church). However, since the property was annexed
into the City, the conditional use permit which was issued by Henry County is not
valid within the City of Stockbridge, and the City required the applicant to apply for
a new conditional use permit.

The applicant’s joint site plan shows the proposed church at 713 Valley Hill Road,
with 12,586 total square feet, and 56 townhomes to be developed on the adjacent
parcel to the west. Each development would have its own parking areas. The
applicant submitted the required parking plan. The existing residence would remain
on the church property, but it would not be used as a parsonage. No other

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

accessory uses are planned at this time.

Ms. Logan said that the applicant has met the standards for places of worship, as
well as the standards for the granting of conditional use permits, and that the
Planning and Zoning Staff therefore recommends the approval of this case, with
three conditions. The three conditions include the applicant adhering to a very
similar site plan to the one that was presented, meeting the UDC requirements for
the inclusion of any additional buildings, uses, or activities, and providing sufficient
parking to accommodate the church’s special activities and future growth.

Reverend Keith G. Nation, Pastor of Victory Worship Center, described his
development proposals. He said that he wants to build a worship center that would
be good for the surrounding community. Originally, he proposed building 70
townhomes, but he has now reduced that number to 56.

Public Hearing. Chairman Abdullah opened the Public Hearing. Citizen Anthony
Mitten of 164 Valley Hill Drive stated that he had lived near the subject property for
thirty years, and that he was concerned that the applicant might begin construction
on the proposed development but that the church would not be finished. He
wondered whether the development would take place in phases, which would not
be his preference. He was not opposed to the church, though. Raymond King of
112 Valley Hill Drive mentioned similar concerns. Jocelyn Williams of 190 Banks
Drive, though, was opposed to the church, fearing that the existing two-lane road
would not be sufficient to handle the increase in traffic. Donna Daniels of 306
Grove Hill Drive agreed, citing frequent accidents on the busy Valley Hill Road,
which would likely become worse with added traffic from the proposed townhomes.
She said that not all of the residents of the adjacent Valley Hill Station received
letters of notification. She mentioned a transcontinental pipeline meeting that was
conducted by the Clayton County Water Authority, whose facilities are located
directly across the street from the subject property.

Reverend Nation stated that no community meeting had taken place, and that he
was not opposed to holding a meeting. He wanted to consider the residents’
concerns. The church’s plan in 2006 was to build a church first, then
condominiums. Recently, the church wanted to build 70 townhomes, but that
number was reduced to 56 units upon Staff’s concerns.

Chairman Abdullah said that citizens are concerned about the applicant’s ability to
build the church when he has allowed the property to be overgrown. The existing
house on the property would be maintained. He said that the applicant would
address the overgrowth immediately after case approval, and that the applicant
planned to schedule a community meeting.

Stanly Dumas inquired about the separate parcels. Would either the church or the
townhomes be dependent upon the other being built? If one project was not
approved, could the other one still be built? And would any townhome renting take

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

place? Reverend Nation replied that the two projects have separate funding, and
that both projects need the proposed central driveway and detention pond. He said
that if one of the projects were not approved, then he would need to change the
site plan. No townhome renting would occur. An HOA would be provided. Mr.
Dumas said that the maintenance of the central driveway would put an
unnecessary burden on the HOA. Reverend Nation said that the driveway entrance
would be private at first, then public later.

David Planchon asked whether Victory Worship Center was an existing church
congregation. Reverend Nation replied that yes, it meets in an existing commercial
building in a congested area, and that a new location is needed for their ministry
programs. Mr. Planchon further asked about the location of the church
membership, and wondered whether there would be any objection by the existing
residents of the surrounding area to church members coming into their
neighborhood from the outside. Reverend Nation explained that the church was
first going to be located on the western parcel, but now it would be built on the
eastern parcel, farther away from the existing homes in the Valley Hill Station
Subdivision.

Kathleen Nelson asked whether the townhomes would be open to anyone to
purchase. Reverend Nation replied, “absolutely”, stating that there would be no
discrimination. Stanley Dumas asked about the timeline for the construction of the
church. Reverend Nation stated that it would begin in the fall, after plans had been
prepared and approved by the City. Construction of the church would be completed
by December. The price range for the townhomes was still being determined, and
it would probably be in the low $300s or mid-$300s. He wanted the proposed
townhomes to complement the values of the existing homes.

Brandon King of 112 Valley Hill Drive stated that Henry County, in its previous
approval of the applicant’s conditional use permit application, had various
stipulations for the church, but no changes happened (i.e., construction) for “year
after year”, until finally their approval became void. Further, the townhome proposal
was never brought up until three weeks ago.

Board Action. Chairman Abdullah asked the Board members for a motion.
Kathleen Nelson motioned to approve CU-2023-01, with the Staff’s three
recommended conditions, plus two more: 1) requiring the applicant to clear the
property; and 2) requiring the applicant to hold a community meeting prior to the
City Council meeting on June 12, 2023. A vote was taken, and the motion was
approved unanimously, containing all five conditions.

XI. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2023-01.
Consideration of a request for a Comprehensive Plan Amendment to assign the
future land use designation of ‘High-Density Residential’ to Parcel #029-
01009001 on Valley Hill Road, to allow for the construction of a townhome
development. The applicant is Victory Worship Center, represented by Keith G.

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023

Nation. The property is located in Land Lot 103 of District 12, and it contains 7.864
+/ acres within the Stockbridge City Limits.

To be presented by the Community Development Staff.

Linda Logan gave the Planning and Zoning Staff’s PowerPoint presentation of this
case. She said that the applicant had also submitted rezoning and variance
applications for this property, via RZ-2023-01 and VR-2023-01. A Comprehensive
Plan amendment is needed to assign the future land use designation of ‘High-
Density Residential” to the subject property to allow for a rezoning of the property
to ‘MFR’ (Multiple Family Residential) and the construction of a townhome
development at a density of 7.12 units per acre. Ms. Logan explained that the
applicant’s proposal would be inconsistent with the property’s current land use
designation of ‘Low-Density Residential’ since townhomes are not a permissible
use under the Low-Density Residential designation; because the applicant’s
requested MFR zoning is not permissible; and because the proposed density of
7.12 units per acre would exceed the allowable range of 1.25 to 2.0 units per acre.
Assigning the High-Density Residential designation to the property would further
the implementation of various housing policies that are identified by the
Comprehensive Plan. The property is suitable for the requested land use
designation change due to its location along a major collector road and its
proximity to another High-Density Residential property at 576 Davis Road, which
was just approved for a Comprehensive Plan Amendment on May 8, 2023. Ms.
Logan stated that the Planning and Zoning Staff recommended the approval of
CP-2023-01 with the condition that the applicant’s requested rezoning of the
subject property to ‘MFR’ (Multiple Family Residential) via RZ-2023-01 was also
approved.

Board Questions and Comments. Kathleen Nelson asked the applicant whether
only townhomes were considered for the subject property. Reverend Nation
replied that originally, condominiums were proposed.

Public Hearing. Donna Denk of 306 Grove Hill Drive and Jocelyne Williams of
190 Banks Drive both raised traffic concerns. Raymond King of 112 Valleydale
Drive expressed his concerns about pressure and gas tank vibrations coming from
the Clayton County Water Authority’s facilities across from the subject property,
and he was opposed to this case.

Board Action. Kathleen Nelson motioned to approve this case, to include the
Staff’s condition, plus requiring the applicant to hold a community meeting. David
Planchon seconded the motion. But Brecca Carter stated that these conditions
were not appropriate for a Comprehensive Plan amendment case. Ms. Nelson
therefore amended her motion to include only the Staff’s one condition. Mr.
Planchon then seconded Ms. Nelson’s amended motion. A vote was taken, and
the motion was approved by a vote of 4 to 1, with Stanley Dumas opposed.

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023
10

XII. REZONING CASE #RZ-2023-01.
Consideration of a request for a rezoning to assign the ‘MFR’ (Multiple Family
Residential) zoning district to Parcel # 029-01009001 on Valley Hill Road, to
allow for the construction of a townhome development. The applicant is Victory
Worship Center, represented by Keith G. Nation. The property is located in Land
Lot 103 of District 12, and it contains 7.864 +/- acres within the Stockbridge City
Limits.

To be presented by the Community Development Staff.

Staff Presentation. Linda Logan gave the Staff’s PowerPoint presentation for
this case. She stated that the applicant also had Comprehensive Plan Amendment
Case #CP-2023-01, which was just discussed, and Variance Case #VR-2023-01,
which will be discussed after this case, as well as Conditional Use Permit Case
#CU-2023-01, which was previously discussed tonight. She said that the
applicant’s requested rezoning of the property to MFR was necessary because
the proposed townhomes would not be allowed under the property’s current
zoning, and she pointed out that another MFR district was located nearby at 576
Davis Road, which the City Council had recently rezoned. The proposed site plan
would be shared by the proposed church at 713 Valley Hill Road under the
applicant’s CU-2023-01 case. It showed an internal looped street and a detention
pond to serve both developments. A total of 56 townhome units would be built
within six townhome buildings. Front yard setbacks of 25 feet instead of the
required 50 feet were shown due to the applicant’s requested variance via VR-
2023-01. The proposed amenities would include a recreation area (to include a
gazebo, a pavilion, a playground, and a bargeque area), a mail kiosk, and two
small park areas. A total of 126 parking spaces would be provided, including 14
guest parking spaces. The Staff recommended the approval of this case,
conditioned on the approval of CP-2023-01 and VR-2023-01, plus adherence to a
very similar site plan which the applicant presented.

Applicant Presentation. Reverend Nation presented a revised site plan during
the meeting, which he had not yet sent to the Staff. It showed only minor changes,
though, including the relocation of the park and parking areas.

Public Hearing. Since most of the citizens left the Council Chamber following the
Board’s approval of CP-2023-01, few citizens remained, and there were no public
comments.

Board Questions and Comments. The Board members asked some technical
questions about the applicant’s new site plan, and responses were provided by
Reverend Nation and his architect.

Board Action. The Board voted to approve RZ-2023-01 to include the Staff’s
three conditions, plus two more. The Staff’s conditions included the approval of
CP-2023-01, the approval of VR-2023-01, and adherence to a site plan which was
very similar to the one which the applicant had submitted to the Staff prior to this

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023
11

meeting. The Board members added a condition that the applicant cut the grass
on the property, plus another condition that the applicant hold a community
meeting before the June 12th City Council meeting.

XIII. VARIANCE CASE #VR-2023-01
Consideration of a request for a variance for Parcel # 029-01009001 on Valley Hill
Road, to allow for the construction of a townhome development. The purpose of
the variance is to allow the reduction in the front yard setbacks from the required
50 feet to 25 feet in the MFR (Multiple Family Residential) zoning district. The
property is located in Land Lot 103 of District 12, and it contains 7.864 +/- acres
within the Stockbridge City Limits.

To be presented by the Community Development Staff.

Staff Presentation. Linda Logan gave the Planning and Zoning Staff’s PowerPoint
presentation of this case. She stated that the subject property contains a low area
adjacent to Valley Hill Road which is prone to flooding, making it unbuildable. The
presence of this unbuildable condition might cause the applicant to be unable to
develop a townhome community with lots that are of similar sizes to those which are
found in other MFR districts. She pointed out that the City Council had recently
granted a similar variance request to the applicant for a proposed townhome
development at 576 Davis Road nearby, allowing a reduction in the front yard
setback from the required 50 feet to 25 feet. The applicant’s variance request was
reasonable.

Public Hearing. There were no public comments.

Board Questions and Comments. The Board members had few comments.

Board Action. The Board members voted to approve this case.

XIV. PROJECT UPDATES

To be presented by the Community Development Staff. No action is required.

There were no project updates.

XV. STAFF COMMENTS

To be presented by the Community Development Staff. No action is required.

There were no staff comments.

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023
12

XVI. BOARD COMMENTS

There were no Board comments.

XVII. ADJOURNMENT

Kathleen Nelson made a motion to adjourn the meeting. There was no second to
her motion, and no vote was taken. The meeting was adjourned at 9:35 p.m.

City of Stockbridge, Georgia Planning Commission Meeting Summary Minutes for May 25, 2023
PROFESSIONAL SURVEYORS
ZONING CONDITIONS (CASE # RZ-03-04)

ZONING REQUIREMENTS OF PROPERTY (REFER TO THE DEVELOPMENT AGREEMENT DATED DECEMBER 13, 2004.) AMENDMENT
AUGUST 13, 2007 AS WELL AS
ZONING MODIFICATION ZM-2022-01.
THE VALIDITY AND ENFORCEABILITY OF THIS AGREEMENT IS

124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
CONDITIONAL UPON THE CITY REZONING THE PROPERTY TO THE ZONING CLASSIFICATION AS FOLLOWS:

A. REZONING. THE PROPERTY DESCRIBED IN EXHIBIT "A" FOR A TOTAL OF 15.96 ACRES, MORE OR LESS, SHALL BE REZONED FROM
SINGLE-FAMILY RESIDENCE DISTRICT (R-2) TO MULTI-FAMILY RESIDENCE MFR
DISTRICT (
TOWNHOUSES ). PROJECT NOT EXCEED
41 UNITS TOTAL.
B. REQUIREMENTS GENERALLY. OWNER SHALL COMPLY WITH ALL APPLICABLE RULES, REGULATIONS, AND CONDITIONS OF THE

FIND US ON THE WEB AT WWW.SEILERASSOC.COM
ZONING ORDINANCE, EXCEPT WHERE SPECIFICALLY EXCLUDED HEREIN, IN THE DEVELOPMENT OF THE PROPERTY INCLUDING
FINAL TOWNHOME PLAT THOSE EXPRESSED HEREIN. FOR SPECIFIC REFERENCE, RM ORDINANCE NUMBER 03-60, EFFECTIVE ON MARCH 10, 2003, SHALL
"D" AND INCORPORATED HEREIN BY REFERENCE. IN ADDITION TO SAID
APPLY AND IS ATTACHED HERETO AS EXHIBIT
ORDINANCES, THE CONDITION CONTAINED IN THIS AGREEMENT SHALL APPLY. IF THERE IS A CONFLICT BETWEEN THE ZONING

FOR C.
ORDINANCES AND THIS AGREEMENT, THE TERMS OF THIS AGREEMENT
DEVELOPMENT CONDITIONS.

1. THE FOLLOWING CONDITIONS SHALL APPLY TO THE PROPERTY.

BRUSH CREEK COMMONS A. REVISE SITE PLAN TO ADHERE TO ALL CITY OF STOCKBRIDGE
MFRORDINANCE REQUIREMENTS. (NOTE THAT APPROVAL OF THIS
REZONING IS NOT AN APPROVAL OF THE SITE PLAN SUBMITTED.)
B. MAXIMUM BUILDING HEIGHT SHALL BE SHOWN ON THE SITE PLAN (THE LESSER OF (45 FEET OR (4) STORIES. SEE MUNICIPAL
RESERVED FOR CLERK OF COURT LAND LOTS 59 & 70, 12TH DISTRICT CODE SECTION 12.02.0311 FOR THE CITY OF STOCKBRIDGE).
C. ALL TOWNHOUSES SHALL HAVE A MIXTURE OF FRONT FACADE CONSISTING OF COVERED ENTRYWAY, PORCHES, BAY WINDOWS
AND BALCONIES. GARAGES SHALL BE ACCENTUATED WITH VARIATIONS OF DESIGN PORTICOS.

SITE INFORMATION CITY OF STOCKBRIDGE D. OWNER SHALL SUBMIT ELEVATIONS OF BUILDINGS TO BE APPROVED BY THE CITY. NOTE, HOWEVER, THAT THE CITY MAY
APPROVE ELEVATIONS IF IT DETERMINES THAT WAITING FOR STAFF'S REVIEW HAS UNREASONABLY DELAYED OWNER.
E. EACH UNIT ELEVATION PER BUILDING SHALL BE SEPARATE AND DISTINCT FROM THE OTHER AND SHALL INCLUDE VARIATIONS IN
ROOFLINES WHICH MAY BE ACCOMPLISHED WITH THE USE OF DORMERS, GABLES AND/OR FIREPLACES.
1. SITE ZONING: MFR TOWNHOMES ZONING REFERENCES
(HENRY COUNTY), GEORGIA F. ALL EXTERIOR FACADES SHALL CONSIST OF BRICK AND/OR STONE. THE CORNICES AND GABLES SHALL CONSIST OF STUCCO,
STONE, AND/OR HARDI-PLANK.
2. TOTAL SITE AREA IS 15.74 ACRES (11.90 AC OPEN SPACE) CURRENT ZONING: G. OWNER SHALL INSTALL STREET TREES ALONG ALL STREETS TO BE PLACED BETWEEN THE SIDEWALK AND THE FRONT
TOTAL LENGTH OF BRUSH CREEK COURT: 1064.94 L.F. PROPERTY LINES, HAVE A MINIMUM TWO AND ONE-HALF INCH (2.5") CALIBER (D.B.H.), SHALL HAVE A MINIMUM TWENTY-FOUR
TOTAL RIGHT-OF-WAY AREA OF BRUSH CREEK COURT: 1.395 AC
MFR-TOWNHOMES FOOT (24 SQ.FT.) PLANTING AREA AND SHALL BE SPACED AN AVERAGE OF FORTY-FIVE FEET (45') APART. OWNER SHALL PROVIDE
A LIST OF TEN (10) TREES TO BE PROVIDED AND SUBJECT TO MODIFICATION BY THE CITY.
3. TOTAL NUMBER OF LOTS IS 41 CONTROLLING ZONING CONDITIONS: H. A STREET SCAPING PLAN SHALL BE SUBMITTED TO THE CITY OF STOCKBRIDGE PLANNING AND ZONING STAFF FOR COMMENTS
RM-2 FROM 07-21-2003 AND APPROVED BY THE CITY TO INCLUDE SIDEWALKS, STREET TREES, LANDSCAPING, STREET LIGHTING AND STREET
4. MAXIMUM BLDG HEIGHT IS THE LESSER OF 45 FEET OR (4) STORIES. (SEE MUNICIPAL CODE SECTION 12.02.0311 FURNITURE. NOTE, HOWEVER, THAT THE CITY MAY APPROVE THE STREET SCAPE PLAN IF IT DETERMINES THAT WAITING FOR
FOR THE CITY OF STOCKBRIDGE.
) STAFF'S REVIEW HAS UNREASONABLY DELAYED OWNER.
PREVIOUS AGREEMENTS: I. ANY FLOOD PLAIN ALTERATION BE SUPPORTED BY A CERTIFIED ENGINEER AT THE PLAN REVIEW STAGE.
5. MINIMUM LOT SIZE IS 2147 SQ. FT. 1) DEVELOPMENT AGREEMENT DATED 07-21-2003 J. THE APPLICANT SHALL SUBMIT, TO THE CITY CLERK AND CITY ATTORNEY, AN UPDATED LEGAL DESCRIPTION AND PLAT,
ADOPTED IN COMPANION TO REZONING CASE CERTIFIED BY AN ENGINEER OR SURVEYOR LICENSED IN THE STATE OF GEORGIA, OF THE PROPERTY.
6. MINIMUM LOT WIDTH IS 20' (LOT 23); ALL OTHER LOTS ARE 24' (INTERIOR) K. OWNER SHALL NOT CONSTRUCT AN ENTRANCE OR EXIT ONTO SHIELDS DRIVE FOR ACCESS TO THE PROJECT.
#RZ-03-04 (COPIED HERE TO PAGES 6-8) L. OWNER SHALL MAINTAIN A TWO HUNDRED FOOT (200') BUFFER BETWEEN THE PROJECT AND SHIELDS DRIVE. AN EXEMPTION TO
7. SETBACK INFORMATION: THIS CONDITION SHALL AUTOMATICALLY ARISE SHOULD THE CITY COUNCIL APPROVE A REZONING OF SAID BUFFER AREA TO A
MINIMUM FRONT = 10 FT. 2) AMENDMENT 1 DATED 12-13-2004 (COPIED SINGLE FAMILY DETACHED RESIDENTIAL ZONING CLASSIFICATION.
MINIMUM SIDE = 20 FT. BETWEEN BUILDINGS HERE TO PAGES 8-9) M. THIS REZONING APPLIES TO ONLY THE PROPERTY AND SHALL NOT BE CONSTRUED AS APPLYING TO THE AREAS ZONED
MINIMUM REAR = 30 FT. COMMERCIAL ADJACENT TO THE PROPERTY.
MINIMUM HEATED SPACE =1,000 SQ FT FOR 1 BEDROOM, 1,300 SQ FT FOR 2 BEDROOM, 1,400 SQFT FOR 3 N. AMENITIES WILL INCLUDE: 1,300 SQUARE FOOT CLUB HOUSE WITH FULL KITCHEN, GYM, GRILLS, BENCHES, AND
BEDROOM. +200 SQ FT FOR EACH ADDITIONAL BEDROOM BEYOND 3. 3) SITE DEVELOPMENT PLANS DATED 01-25-2005 FIREPLACE; ONE COMBINED PLAYGROUND WITH EQUIPMENT FOR BOTH TODDLERS AND CHILDREN; 3,000 SQUARE

BRUSH CREEK COMMONS
(TO REFERENCE, REQUEST FOR A COPY FROM FOOT SODDED FLEXIBLE USE AREA; 15'X20' PAVILION; GAZEBO; MONUMENT SIGN; 1,400 LF ALL NATURAL WALKING
(2) HANDICAPPED & (4) REGULAR PARKING SPACES WILL BE SPREAD OUT BETWEEN THE CLUBHOUSE & THE CITY OF STOCKBRIDGE) TRAIL APPROXIMATELY 3' IN WIDTH AND BRIDGES NECESSARY TO CROSS BRUSH CREEK; EXTRA PARKING SPACES

CITY OF STOCKBRIDGE,
THE PAVILION. TO SERVE AMENITIES; SEE ZM-2022-01 (SHEET 10).

4) AMENDMENT 2 DATED 08-13-2007 (COPIED

FINAL TOWNHOME PLAT
8. WIDTH OF TYPICAL ROADWAY IS 26 FT. MODIFICATION TO DEVELOPMENT AGREEMENT FOR AMENITIES VARIANCES
STREETLIGHTS ARE REQUIRED. ALL UTILITIES MUST BE UNDERGROUND. "PER THE CITY OF HERE TO PAGE 9) A. THE MAXIMUM UNITS PER BUILDING MAY INCREASE FROM FIVE (5) UNITS TO SIX (6) UNITS PER BUILDING.
STOCKBRIDGE ORDINANCES, THE MAINTENANCE BOND FOR THE PUBLIC ROADWAY AND SIDEWALKS IS B. THE MINIMUM DISTANCE BETWEEN BUILDINGS MAY BE REDUCED FROM FORTY FEET (40') TO TWENTY FEET (20').
$80,850 FOR THREE (3) YEARS. PER AGREEMENT, BEFORE THE EXPIRATION OF THE BOND OR AFTER BRUSH CREEK CT C. REDUCTION IN BUFFER FROM THIRTY FEET (30') TO TEN FEET (10') ALONG THE PROPOSED ENTRANCE AND BETWEEN THE
5) ZONING MODIFICATION ORDINANCE
THE COMPLETION OF THE 41 TOWNHOME COMMUNITY WHICHEVER COMES FIRST, THE ROAD WILL BE N PROPOSED LOCATION OF THE FIRST BUILDING FROM THE ENTRANCE AND THE PROPERTY LINE AS DEPICTED IN THE PROPOSED
ROLL TESTED, REPAIRED AS NEEDED, AND SEAL COATED." #ZM-2022-01 DATED 11-14-2022 (COPIED HERE TO HE SITE PLAN INCLUDED IN OWNER'S OCTOBER 7, 2004 PROPOSAL ATTACHED HERETO AS EXHIBIT "A", SUBMITTED TO THE CITY
PAGE 10) NR COUNCIL AND ON FILE WITH THE CITY CLERK.
D. INDIVIDUAL RESIDENTIAL GARBAGE PICK-UP MAY BE PERMITTED.
9. LOTS SHALL UTILIZE SANITARY SEWER SERVICE. Y E. THE FRONT SETBACK REQUIREMENTS FOR THE BUILDINGS ARE HERE BY REDUCED TO 10 FEET.
BL
10. POTABLE WATER SHALL BE PROVIDED BY CITY OF STOCKBRIDGE. VD
11. SANITARY SEWER SHALL BE PROVIDED BY CITY OF STOCKBRIDGE.
LEGAL DESCRIPTION
12. ALL STORM DRAINS SHALL BE EXTENDED A MINIMUM OF 30' BEHIND ANY FUTURE RESIDENCE OR SUBJECT

FOR
(HENRY COUNTY), GEORGIA
BUILDING.
PARCEL ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOTS 59 AND 70 OF THE 12TH LAND DISTRICT, CITY OF
STOCKBRIDGE, HENRY COUNTY, GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
13. PROPOSED SPEED LIMIT WITHIN DEVELOPMENT IS 25 MPH.
BEGINNING AT A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”); AT THE
14. A PORTION OF THIS SITE IS LOCATED IN A SPECIAL FLOOD AREA AS PER F.I.R.M. COMMUNITY PANEL INTERSECTION OF THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD (60 MINUTES RIGHT-OF-WAY) AND THE LINE COMMON
NO. 13151C0067D AND 13151C0086D BOTH DATED 10/06/2016. THE LOCATION AND CROSS-SECTIONS OF TO LAND LOTS 59 AND 70;
THE FLOOD AREA IS SCALED HEREON FROM SAID FEMA PANELS.
THENCE LEAVING THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD AND RUNNING ALONG SAID LINE COMMON TO LAND
15. THE UTILITIES SHOWN HEREON ARE BASED UPON RECORDS FROM VARIOUS UTILITY COMPANIES, LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST, 16.54 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET
DEEDS AND PLATS OF RECORD, AND WHERE POSSIBLE, ACTUAL FIELD MEASUREMENTS. CONTRACTOR (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
SHALL VERIFY UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, NORTH 22 DEGREES 25 MINUTES 43 SECONDS WEST, 0.89 FEET
16. A TWENTY-FOOT STORM SEWER AND SANITARY SEWER EASEMENT AS REQUIRED BY THE CITY OF TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
STOCKBRIDGE AND SHOWN ON THE FINAL PLAT.
THENCE NORTH 74 DEGREES 01 MINUTES 24 SECONDS WEST, 10.26 FEET TO A POINT;
17. SIDEWALKS REQUIRED BOTH SIDES OF STREET, 5' WIDE & 2' BEHIND CURB AND HANDICAP
THENCE NORTH 80 DEGREES 57 MINUTES 45 SECONDS WEST, 33.60 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
ACCESSIBLE AT ALL CORNERS. PRIOR TO RELEASE OF 2 YEAR MAINTENANCE BOND ALL SIDEWALKS
MUST BE COMPLETE. VICINITY MAP “SEILER & ASSOCIATES LSF #390 GEORGIA”);

18. MAINTENANCE OF DETENTION PONDS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS
NOT TO SCALE THENCE NORTH 87 DEGREES 19 MINUTES 37 SECONDS WEST, 107.41 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
“SEILER & ASSOCIATES LSF #390 GEORGIA”);
AND SHALL BE MAINTAINED AND REPAIRED WHEN NEEDED OR AS REQUESTED BY THE CITY OF
STOCKBRIDGE. THENCE NORTH 87 DEGREES 45 MINUTES 52 SECONDS WEST, 117.86 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED

19. ALL STORM DRAIN PIPES OUTSIDE THE RIGHT-OF-WAY SHALL BE MAINTAINED BY THE PROPERTY
CITY OF STOCKBRIDGE APPROVAL: “SEILER & ASSOCIATES LSF #390 GEORGIA”);

OWNER. IF IT BECOMES NECESSARY FOR THE CITY OF STOCKBRIDGE TO PROVIDE ANY MAINTENANCE THENCE NORTH 86 DEGREES 47 MINUTES 59 SECONDS WEST, 112.38 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
CITY OF STOCKBRIDGE ASSUMES NO RESPONSIBILITY FOR THE OVERFLOW OR “SEILER & ASSOCIATES LSF #390 GEORGIA”);
OR MAKE ANY REPAIRS TO THE LINE THAT IS AN EXTENSION OF THE STORM DRAIN LINE UNDER THE
ROADWAY, TO PROTECT THE ROADWAY OR OTHER PROPERTY UPSTREAM FROM THIS LINE, THE CITY OF EROSION OF NATURAL OR ARTIFICIAL DRAINS BEYOND THE EXTENT OF THE
STOCKBRIDGE WILL BACK CHARGE THE PROPERTY OWNER FOR ALL EXPENSES INCURRED IN STREET RIGHT-OF-WAY, NOR FOR THE EXTENSION OF CULVERTS BEYOND THE THENCE SOUTH 87 DEGREES 19 MINUTES 26 SECONDS WEST, 19.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
“SEILER & ASSOCIATES LSF #390 GEORGIA”);
CORRECTING THE DRAINAGE PROBLEM. THE CITY OF STOCKBRIDGE SHALL NOT BE RESPONSIBLE FOR POINTS SHOWN ON TIS PLAT AND AS REQUIRED BY THE MUNICIPAL CODE OF
DAMAGE TO ANY IMPROVEMENT ON THIS SITE RESULTING FROM THE REPAIR OF THIS LINE INCLUDING
BUT NOT LIMITED TO THE REPLACEMENT OR REPAIR OF CURB AND GUTTER, PAVEMENT OR OTHER THE CITY OF STOCKBRIDGE: THENCE NORTH 86 DEGREES 39 MINUTES 29 SECONDS WEST, 3.54 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
“SEILER & ASSOCIATES LSF #390 GEORGIA”);
INFRASTRUCTURE IMPROVEMENT. THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, 20.09 FEET TO A 1/2” REBAR & SURVEYOR'S CAP (STAMPED

20. HENRY COUNTY MAP S07 A
SURVEYOR'S CERTIFICATION “SEILER & ASSOCIATES LSF #390 GEORGIA”) SET ON THE LINE COMMON TO LAND LOTS 59 AND 70;;
THIS PLAT IS HEREBY APPROVED FOR RECORDING:
ALL BLOCK 1 THENCE ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89 DEGREES 25 MINUTES 38 SECONDS WEST, 609.38 FEET
AS REQUIRED BY SUBSECTION (D) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN PREPARED BY
PARCEL #'S SAME AS LOT #'S TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
COMMON AREAS S07A01100000 A LAND SURVEYOR AND APPROVED BY ALL APPLICABLE LOCAL JURISDICTIONS FOR RECORDING AS 7-21-23
EVIDENCED BY APPROVAL CERTIFICATES, SIGNATURES, STAMPS, OR STATEMENTS HEREON. SUCH BY: _________________________________ THENCE CONTINUING ALONG THE LINE COMMON TO LAND LOTS 59 AND 70, NORTH 89 DEGREES 21 MINUTES 00 SECONDS WEST,
21. DETENTION POND TO BE OWNED BY THE HOMEOWNERS ASSOCIATION. APPROVALS OR AFFIRMATIONS SHOULD BE CONFIRMED WITH THE APPROPRIATE GOVERNMENTAL 66.90 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
CITY OF STOCKBRIDGE Planning Commission Chair
22. THERE IS A LIVE STREAM ON THIS SITE.
BODIES BY ANY PURCHASER OR USER OF THIS PLAT AS TO INTENDED USE OF ANY PARCEL. DATE: ___________________ THENCE LEAVING SAID LINE COMMON TO LAND LOTS 59 AND 70, SOUTH 46 DEGREES 31 MINUTES 16 SECONDS WEST, 186.75
FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER & ASSOCIATES LSF #390 GEORGIA”);
23. THE CITY OF STOCKBRIDGE ASSUMES NO RESPONSIBILITY FOR THE OVERFLOW OF EROSION OF THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN THE
THENCE 16.90 FEET ALONG THE ARC OF A CURVE TO THE LEFT, (SAID CURVE HAVING A RADIUS OF 125.00 FEET AND A CHORD OF
NATURAL OR ARTIFICIAL DRAINS BEYOND THE EXTENT OF THE STREET RIGHT-OF-WAY, NOR THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL SOUTH 42 DEGREES 38 MINUTES 52 SECONDS WEST, 16.89 FEET) TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED “SEILER &
EXTENSION OF CULVERTS BEYOND THE POINTS SHOWN ON THIS PLAT AND AS REQUIRED BY THE CITY
OF STOCKBRIDGE SUBDIVISION ORDINANCE.
ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67. ASSOCIATES LSF #390 GEORGIA”);
THIS PLAT IS HEREBY APPROVED FOR RECORDING:
THENCE SOUTH 38 DEGREES 46 MINUTES 28 SECONDS WEST, 193.44 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
24. OPEN SPACE IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. “SEILER & ASSOCIATES LSF #390 GEORGIA”);

25. DENSITY CALCULATIONS: GROSS DENSITY: 41/15.87 = 2.58 UPA BY: _________________________________ THENCE NORTH 50 DEGREES 27 MINUTES 40 SECONDS WEST, 21.45 FEET TO A POINT;
NET DENSITY: 41/4.952 = 6.28 UPA
CITY OF STOCKBRIDGE COMMUNITY DEVELOPMENT DEPARTMENT THENCE SOUTH 38 DEGREES 53 MINUTES 14 SECONDS WEST, 33.50 FEET TO A POINT;
SURVEYOR'S NOTES DATE: ___________________
THENCE NORTH 51 DEGREES 11 MINUTES 30 SECONDS WEST, 460.31 FEET TO A POINT;

7-21-23 THENCE NORTH 44 DEGREES 18 MINUTES 48 SECONDS EAST, 34.28 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE, THIS PLAT IS HEREBY APPROVED FOR RECORDING: “SEILER & ASSOCIATES LSF #390 GEORGIA”);
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
MEASUREMENTS FOR THIS SURVEY. KEITH R. SEILER DATE THENCE SOUTH 51 DEGREES 16 MINUTES 49 SECONDS EAST, 360.00 FEET TO A REBAR & SURVEYOR'S CAP FOUND;

2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663 GEORGIA REGISTRATION NO. 2388 BY: _________________________________ THENCE NORTH 38 DEGREES 34 MINUTES 50 SECONDS EAST, 359.93 FEET TO A REBAR & SURVEYOR'S CAP FOUND (STAMPED
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE MEMBER NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS (NSPS) “COA 613”);
COMPASS RULE.
CITY OF STOCKBRIDGE ENGINEERING
MEMBER SURVEYING & MAPPING SOCIETY OF GEORGIA (SAMSOG) DATE: _________________ THENCE NORTH 51 DEGREES 33 MINUTES 35 SECONDS WEST, 325.00 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN “SEILER & ASSOCIATES LSF #390 GEORGIA”);
715,551 FEET.
THENCE NORTH 44 DEGREES 10 MINUTES 39 SECONDS EAST, 267.71 FEET TO A 1/2” OPEN TOP PIPE FOUND;
4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.
THENCE NORTH 03 DEGREES 29 MINUTES 22 SECONDS WEST, 113.61 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
“SEILER & ASSOCIATES LSF #390 GEORGIA”);
5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.
OWNERS CERTIFICATE
THENCE NORTH 89 DEGREES 59 MINUTES 58 SECONDS EAST, 280.93 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)). “SEILER & ASSOCIATES LSF #390 GEORGIA”);
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE OWNER OF THE LAND SHOWN ON THIS PLAT AND WHOSE NAME IS SUBSCRIBED
HERETO, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, ACKNOWLEDGES
THENCE SOUTH 10 DEGREES 43 MINUTES 48 SECONDS WEST, 45.67 FEET TO A 1/2” REBAR & SURVEYOR'S CAP SET (STAMPED
7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF THAT THIS PLAT WAS MADE FROM AN ACTUAL SURVEY AND DEDICATES TO THE USE
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
SUBJECT PROPERTY OF THE PUBLIC FOREVER ALL STREETS, PARKS, WATER COURSES, DRAINS,
“SEILER & ASSOCIATES LSF #390 GEORGIA”);

CENTER (800-282-7411) PRIOR TO ANY DIGGING. OWNER: EASEMENTS AND PUBLIC PLACES HEREIN SHOWN FOR THE PURPOSE(S) THEREIN THENCE SOUTH 89 DEGREES 47 MINUTES 27 SECONDS EAST, 195.32 FEET TO A 3/8 SECONDS REBAR FOUND;
PIVOTAL ENTERPRISES, LLC EXPRESSED.
8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT 1705 ENTERPRISE WAY THENCE NORTH 89 DEGREES 51 MINUTES 21 SECONDS EAST, 499.19 FEET TO A 3/8” REBAR FOUND ON THE WESTERN
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT SUITE S-100 RIGHT-OF-WAY LINE OF SHIELDS ROAD;
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK MARIETTA, GA. 30067
COMMONS. THENCE ALONG THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD, 118.52 FEET ALONG THE ARC OF A CURVE TO THE LEFT
(SAID CURVE HAVING A RADIUS OF 877.59 FEET AND A CHORD OF SOUTH 26 DEGREES 27 MINUTES 31 SECONDS EAST, 118.43
OWNER - PIVOTAL ENTERPRISES, LLC DATE FEET) TO A POINT;
9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL ENGINEER OF RECORD:
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON. LAND ENGINEERING AND DEVELOPMENT
THENCE CONTINUING ALONG THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD, 82.69 FEET ALONG THE ARC OF A CURVE TO
374 RACETRACK ROAD
THE LEFT (SAID CURVE HAVING A RADIUS OF 1308.95 FEET AND A CHORD OF SOUTH 31 DEGREES 24 MINUTES 37 SECONDS EAST,
MCDONOUGH, GA 30252
82.68 FEET) TO A POINT;
678-432-5720
THENCE CONTINUING ALONG THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD, 306.53 FEET ALONG THE ARC OF A CURVE
FLOOD NOTE:
Seiler & Associates, Inc. Copyright 2023
SURVEYOR: TO THE LEFT (SAID CURVE HAVING A RADIUS OF 12398.91 FEET AND A CHORD OF SOUTH 33 DEGREES 29 MINUTES 29 SECONDS
SURVEYOR'S REFERENCES SEILER & ASSOCIATES, INC. ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE: EAST, 306.52 FEET TO A POINT;
124 ANDREW DRIVE, SUITE 200 OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS STOCKBRIDGE, GA. 30281 THENCE CONTINUING ALONG THE WESTERN RIGHT-OF-WAY LINE OF SHIELDS ROAD, SOUTH 34 DEGREES 46 MINUTES 51
678-565-9200 PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD SECONDS EAST, 130.27 FEET TO THE POINT OF BEGINNING.
DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING INSURANCE RATE MAP FOR HENRY COUNTY, GA.
SAID TRACT OR PARCEL OF LAND CONTAINING 15.7423 ACRES (685,735 SQUARE FEET).
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

GRID NORTH
NAD 83 (2011)
GA WEST ZONE

60' 0 60' 120' 180' 240'
LD
IE
GRAPHIC SCALE: 1" = 60'

SH

AD
RO

BRUSH CREEK COMMONS
FINAL TOWNHOME PLAT CITY OF STOCKBRIDGE,
60

FOR
(HENRY COUNTY), GEORGIA
BRUSH CREEK CT. (50' R/W)

7-21-23

SURVEYOR'S REFERENCES SURVEYOR'S NOTES

1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS 1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
DATED JANUARY 29, 2018. AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING MEASUREMENTS FOR THIS SURVEY.
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL

NO ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

RT
HE
S N
(R .R. RY
/W 42 P
VA /13 ARK
RI 8 W
ES AY FLOOD NOTE:
Seiler & Associates, Inc. Copyright 2023
) ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
30' 0 30' 60' 90' 120'

SHEET 2

MATCHLINE SHEET 3
GRAPHIC SCALE: 1" = 30'

RESERVED FOR CLERK OF COURT

SURVEYOR'S NOTES

1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
GRID NORTH MEASUREMENTS FOR THIS SURVEY.
NAD 83 (2011)
GA WEST ZONE 2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION

BRUSH CREEK COMMONS
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

CITY OF STOCKBRIDGE,
8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT

FINAL TOWNHOME PLAT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

SURVEYOR'S REFERENCES

1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT
LAND SURVEYORS DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY

FOR
(HENRY COUNTY), GEORGIA
LAND ENGINEERING AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST
REVISED 3-17-06).

SEE LINE/CURVE TABLE ON SHEET 5

SH
BRUSH CREEK COURT (50' R/W) IE
S 7-21-23

LD
RO
AD
60

FLOOD NOTE:
Seiler & Associates, Inc. Copyright 2023 ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD

SHEET 2

MATCHLINE SHEET 3
INSURANCE RATE MAP FOR HENRY COUNTY, GA.

30' 0 30' 60' 90' 120'

GRAPHIC SCALE: 1" = 30'

BRUSH CREEK COMMONS
FINAL TOWNHOME PLAT CITY OF STOCKBRIDGE,

FOR
GRID NORTH
NAD 83 (2011)
(HENRY COUNTY), GEORGIA
GA WEST ZONE

7-21-23

SURVEYOR'S NOTES
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
MEASUREMENTS FOR THIS SURVEY.

2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
BRUSH CREEK COURT (50' R/W)
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION

CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
CT
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.
E K
RE
SURVEYOR'S REFERENCES C
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS
SH
DATED JANUARY 29, 2018.
R U
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).

MATCHLINE SHEET 3 Seiler & Associates, Inc. Copyright 2023
SHEET 5
EE
C R
SH

PROFESSIONAL SURVEYORS
BR
MATCHLINE SHEET 3

124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
SHEET 5

FIND US ON THE WEB AT WWW.SEILERASSOC.COM

RESERVED FOR CLERK OF COURT
(50
CO
UR
T 30' 0 30' 60' 90' 120'

K GRAPHIC SCALE: 1" = 30'
EE
CR

BRUSH CREEK COMMONS
US

CITY OF STOCKBRIDGE,

FINAL TOWNHOME PLAT
BR

GRID NORTH
NAD 83 (2011)
GA WEST ZONE

FOR
(HENRY COUNTY), GEORGIA

LINE & CURVE TABLE 7-21-23

NO
R TH
HE
(R S. NRY
/W R. PA
SURVEYOR'S REFERENCES SURVEYOR'S NOTES

VA 2 RK 1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS 1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,

RI W
DATED JANUARY 29, 2018. AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING MEASUREMENTS FOR THIS SURVEY.

ES AY
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663

FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT FLOOD NOTE:
Seiler & Associates, Inc. Copyright 2023
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS. ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.
INSURANCE RATE MAP FOR HENRY COUNTY, GA.
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

SURVEYOR'S NOTES
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR

BRUSH CREEK COMMONS
MEASUREMENTS FOR THIS SURVEY.

CITY OF STOCKBRIDGE,
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE

FINAL TOWNHOME PLAT
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION

FOR
(HENRY COUNTY), GEORGIA
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

SURVEYOR'S REFERENCES
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS
DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).

7-21-23

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.

Seiler & Associates, Inc. Copyright 2023
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

SURVEYOR'S NOTES
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
MEASUREMENTS FOR THIS SURVEY.

2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

BRUSH CREEK COMMONS
3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

CITY OF STOCKBRIDGE,
4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

FINAL TOWNHOME PLAT
5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

FOR
(HENRY COUNTY), GEORGIA
9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

SURVEYOR'S REFERENCES
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS
DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).

7-21-23

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.

Seiler & Associates, Inc. Copyright 2023
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

SURVEYOR'S NOTES
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR
MEASUREMENTS FOR THIS SURVEY.

2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

BRUSH CREEK COMMONS
3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

CITY OF STOCKBRIDGE,
4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

FINAL TOWNHOME PLAT
5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

FOR
(HENRY COUNTY), GEORGIA
9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

SURVEYOR'S REFERENCES
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS
DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).

7-21-23

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.

Seiler & Associates, Inc. Copyright 2023
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

SURVEYOR'S NOTES

BRUSH CREEK COMMONS
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR

CITY OF STOCKBRIDGE,
MEASUREMENTS FOR THIS SURVEY.

FINAL TOWNHOME PLAT
2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR
(HENRY COUNTY), GEORGIA
7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

SURVEYOR'S REFERENCES
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS
DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).

7-21-23

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.

Seiler & Associates, Inc. Copyright 2023
PROFESSIONAL SURVEYORS 124 ANDREW DRIVE • STOCKBRIDGE • GA 30281 • 678-565-9200 • LSF #390
FIND US ON THE WEB AT WWW.SEILERASSOC.COM
RESERVED FOR CLERK OF COURT

BRUSH CREEK COMMONS
SURVEYOR'S NOTES

CITY OF STOCKBRIDGE,
1. A TOPCON DS 105 (ROBOTIC TOTAL STATION), TOPCON TRAVERSING EQUIPMENT, A 200 FOOT TAPE,
AND SPECTRA PRECISION SP80 VRS GPS EQUIPMENT WERE USED TO OBTAIN THE ANGULAR AND LINEAR

FINAL TOWNHOME PLAT
MEASUREMENTS FOR THIS SURVEY.

2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAD A CLOSURE PRECISION OF ONE FOOT IN 18,663
FEET, AND AN ANGULAR ERROR OF 09 SECONDS PER ANGLE POINT AND WAS ADJUSTED USING THE
COMPASS RULE.

3. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN
715,551 FEET.

4. NO N.G.S. MONUMENT WAS FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

5. THE SOURCE OF VERTICAL DATUM IS EGPS VRS CORS NETWORK.

6. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983 READJUSTED IN 2011 (NAD83 (2011)).

FOR
(HENRY COUNTY), GEORGIA
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. THE FIRM OF SEILER & ASSOCIATES, INC DOES NOT CERTIFY TO THE CORRECTNESS OR ACCURACY OF
THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN HEREON. CONTACT THE UTILITY PROTECTION
CENTER (800-282-7411) PRIOR TO ANY DIGGING.

8. MFFE'S REFERENCED TO THIS NOTE ARE SHOWN AS THEY WERE PROVIDED TO THIS OFFICE BY POINT
TO POINT LAND SURVEYORS, INC. THE FIRM OF SEILER & ASSOCIATES, INC HAS MADE NO INDEPENDENT
STUDY OF MINIMUM FINISHED FLOOR ELEVATIONS OR THE OVERALL DRAINAGE SYSTEM OF BRUSH CREEK
COMMONS.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDITIONAL CONVEYANCES, EASEMENTS, OR RIGHT'S OF WAY NOT SHOWN HEREON.

SURVEYOR'S REFERENCES
1. FINAL PLAT FOR BRUSH CREEK COMMONS PREPARED BY POINT TO POINT LAND SURVEYORS
DATED JANUARY 29, 2018.
2. APPROVED SITE DEVELOPMENT PLANS FOR BRUSH CREEK COMMONS BY LAND ENGINEERING
AND DEVELOPMENT DATED JANUARY 25, 2005 (LAST REVISED 3-17-06).

7-21-23

FLOOD NOTE:
ACCORDING TO FEMA F.I.R.M. PANELS: 1351C0086D & 1351C0067D EFFECTIVE DATE:
OCTOBER 6, 2016 AND BY GRAPHIC PLOTTING ONLY, PORTION(S) OF THIS
PROPERTY LIE WITHIN A SPECIAL FLOOD HAZARD AREA ZONE AE OF THE FLOOD
INSURANCE RATE MAP FOR HENRY COUNTY, GA.

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