---
date: 2025-05-22
title: Planning Commission Agenda Packet
source: 2025-05/2025-05-22_Planning Commission_Agenda Packet.pdf
pages: 1
---

STOCKBRIDGE Planning Commission
PLANNING COMMISSION Meeting
BOARD MEMBERS
Agenda
Jayden Williams, Chair
Trameka Walker, Vice-Chair
May 22, 2025 6:30 PM
Stanley Dumas
David Planchon
Anthony Mitten
Harold Thibodeaux

ADMINISTRATION
Ryan Anderson
Community Development Director

Vacant
Chief Planner

STOCKBRIDGE CITY HALL
Linda Logan
4640 NORTH HENRY BLVD.
Senior Planner, Secretary
STOCKBRIDGE, GA 30281

Gordon Linton, Senior Planner Website: www.stockbridgega.org

Phone: 770-389-7900
Valerie Ross, Attorney
Fax: 770-389-7912
AGENDA
PLANNING COMMISSION MEETING
CITY OF STOCKBRIDGE
THURSDAY, MAY 22, 2025 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 April 17, 2025
Planning Commission Minutes for April 17, 2025
VII. PUBLIC HEARING
Item # 1 - COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-10. (Property
is located in Council District 3.)
Consideration of a request for a Comprehensive Plan Amendment for Parcel
#032-01030012 on the west side of Rock Quarry Road, across from Hospital
Drive, to change the property’s future land use designation from “High-Density
Residential” to “Low-Density Mixed-Use.” Purpose: To allow for the
development of a convenience store with fuel sales, a retail center, and a
hotel. Property Owner / Applicant: GMI, 2 Inc. (Bhasti Mehta). Agent: Harold
Buckley, Jr., Esq., from the Law Firm of Wilson, Brock & Irby. The property is
located in Land Lot 13 of District 6, and it contains 4.26 +/- acres.
Presented by: Linda Logan

Item # 2 - SPECIAL USE PERMIT APPLICATION #SP-2024-01. (Property is located
in Council District 3.)
Consideration of a request for a Special Use Permit on Parcel #032-01030012 on
the west side of Rock Quarry Road, across from Hospital Drive. Purpose: To
allow the construction and operation of a convenience store with fuel sales
(along with a retail center and a hotel). Property Owner / Applicant: GMI, 2 Inc.
(Bhasti Mehta). Agent: Harold Buckley, Jr., Esq. of the Law Firm of Wilson, Brock
& Irby. The property is located in Land Lot 13 of District 6, and it contains 4.26
+/- acres.
Presented by: Linda Logan

Item # 3 - ANNEXATION CASE #AX-2024-03. (Property is to be located in Council
District 5.)
Consideration of a request for the annexation, using the 100 percent annexation
method, of the property at 2251 Highway 42 North from unincorporated Henry
County into the Stockbridge City Limits. Purpose: To allow the existing building
Page | 3

to be used as a private school. Property Owner: Brightstar Homes and Services
Inc., a Georgia Corporation. Applicant / Agent: Alexa Hilbert. The property is
located in Land Lot 31 of District 7, and it contains 3.4341 +/- acres.
Presented by: Gordon Linton

Item # 4 - COMPREHENSIVE PLAN AMENDMENT CASE #CP-2024-11. (Property
is to be located in Council District 5.)
Consideration of a request for a Comprehensive Plan Amendment for the
property at 2251 Highway 42 North, after the property is annexed into the
Stockbridge City Limits. The property currently has the Henry County future land
use designation of “High-Density Suburban”, and the applicant requests that it
be assigned the City of Stockbridge’s future land use designation of “Low-
Density Mixed-Use.” Purpose: To allow the existing building to be used as a
private school. Property Owner: Brightstar Homes and Services Inc., a Georgia
Corporation. Applicant / Agent: Alexa Hilbert. The property is located in Land Lot
31 of District 7, and it contains 3.4341 +/- acres.
Presented by: Gordon Linton

Item # 5 - REZONING CASE #RZ-2024-12. (Property is to be located in Council
District 5.) Consideration of a request for the Rezoning of the property at 2251
Highway 42 North, after the property is annexed into the Stockbridge City Limits.
The property’s current Henry County zoning districts are ‘M-1’ (Light
Manufacturing) District and “Henry County Highway Corridor Overlay
District.” The applicant requests that the property be assigned the City of
Stockbridge’s zoning districts of ‘O-I’ (Office-Institutional) District and ‘PMU’
(“Parkway Mixed-Use Overlay”) District. Purpose: To allow the existing building
to be used as a private school. Property Owner: Brightstar Homes and Services
Inc., a Georgia Corporation. Applicant / Agent: Alexa Hilbert. The property is
located in Land Lot 31 of District 7, and it contains 3.4341 +/- acres.
Presented by: Gordon Linton

Item # 6 - ANNEXATION CASE #AX-2025-01. (Property is to be located in Council
District 5.)
Consideration of a request for the annexation, using the 100 percent annexation
method, of the property at 1448 and 1468 Flippen Road from unincorporated
Henry County into the Stockbridge City Limits. Purpose: To allow for the
construction of a mixed residential development with townhomes and single-
family detached homes. Property Owners of 1448 Flippen Road: William K.
Reichert and Brenda A. Reichert. Property Owner of 1468 Flippen Road: Willard
D. Gilreath. Applicant: Land Buyers of America, LLC. Agent: Michael
Kaner. The property is located in Land Lots 11 and 12 of District 6, and it
contains 21.771 +/- acres.
Presented by:

Item # 7 - COMPREHENSIVE PLAN AMENDMENT CASE #CP-2025-01. (Property
is to be located in Council District 5.)
Consideration of a request for a Comprehensive Plan Amendment for property
May 22, 2025 6:30 PM 4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 4

at 1448 and 1468 Flippen Road, after the property is annexed into the
Stockbridge City Limits. The property currently has the Henry County future
land use designation of “Medium-Density Suburban”, and the applicant requests
that it be assigned the City of Stockbridge’s future land use designation of
“Medium-Density Residential.” Purpose: To allow for the construction of a
mixed residential development with townhomes and single-family detached
homes. Property Owners of 1448 Flippen Road: William K. Reichert and Brenda
A. Reichert. Property Owner of 1468 Flippen Road: Willard D.
Gilreath. Applicant: Land Buyers of America, LLC. Agent: Michael Kaner. The
property is located in Land Lots 11 and 12 of District 6, and it contains 21.771 +/-
acres.
Presented by: Linda Logan

Item # 8 - REZONING CASE #RZ-2025-01. (Property is located in Council District
5.) Consideration of a request for the Rezoning of the property at 1448 and 1468
Flippen Road, after the property is annexed into the Stockbridge City Limits. The
property’s current Henry County zoning district is ‘RA’ (Residential-Agricultural),
and the applicant requests that the property be assigned the City of
Stockbridge’s zoning district of ‘PUD’ (“Planned Unit Development”). Purpose:
To allow for the construction of a mixed residential development with
townhomes and single-family detached homes. Property Owners of 1448
Flippen Road: William K. Reichert and Brenda A. Reichert. Property Owner of
1468 Flippen Road: Willard D. Gilreath. Applicant: Land Buyers of America,
LLC. Agent: Michael Kaner. The property is located in Land Lots 11 and 12 of
District 6, and it contains 21.771 +/- acres.
Presented by: Linda Logan

Item # 9 - SPECIAL USE PERMIT APPLICATION #SP-2025-01. (Property is located
in Council District 2.)
Consideration of a request for a special use permit for a tract of land on the west
side of the property at 5600 North Henry Boulevard. Purpose: To allow the
development and operation of a quick-serve restaurant with drive-through
windows. Property Owner: Wal-Mart Real Estate Business Trust. Applicant:
Ryan Gagnon, Permit Coordinator. Proposed Business: Motley 7 Brew, a coffee
store. The tract is located in Land Lot 71 of District 12, and it contains 0.566 +/-
acres.
Presented by: Gordon Linton

VIII. PROJECT UPDATES
IX. STAFF COMMENTS
X. BOARD COMMENTS
XI. ADJOURN

May 22, 2025 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, APRIL 17, 2025 AT 6:30 p.m.

BOARD MEMBERS: ADMINISTRATION:
Jayden Williams, Chairman Ryan Anderson, Community Dev. Director
Trameka Walker, Vice Chairman Valerie Ross, City Zoning Attorney
Stanley Dumas Linda Logan, Senior Planner / PC Secretary
Harold Thibodeaux Gordon Linton, Senior Planner
David Planchon Jordyn Bucholtz, GIS Analyst / Planner
Anthony Mitten

I. CALL TO ORDER – Made by Chairman Jayden Williams at 6:30 p.m.

II. INVOCATION – Led by Trameka Walker.

III. PLEDGE OF ALLEGIANCE – Done in unison.

IV. ROLL CALL: (By Linda Logan) Present: Absent:

~ Jayden Williams _____X_____ __________

~ Trameka Walker _____X_____ __________

~ Stanley Dumas _____X_____ __________

~ Harold Thibodeaux _____X_____ __________

~ David Planchon _____X_____ __________

~ Anthony Mitten _____X_____ __________

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

A quorum of members was achieved.

V. ADOPTION OF THE AGENDA

A motion was made by Stanley Dumas to adopt the agenda, and David Planchon
seconded the motion. A vote was taken, and the agenda was unanimously adopted.

VI. APPROVAL OF MINUTES – March 20, 2025 Summary Minutes.

David Planchon made a motion to approve the March 20, 2025 Summary Minutes,
as written, and Harold Thibodeaux seconded the motion. But Stanley Dumas said
that before they vote, he had a correction for RZ-2025-02. For the Board Action, the
last paragraph was inaccurate. It says that RZ-2025-02 was approved by a vote of 3-
2 without any conditions, but that is not correct. He said that there were two motions.
The first motion was made to deny the request, and it failed. The second motion was
made to approve with conditions. Those were the only two motions on the floor. The
confusion was on the vote count, not on the motion itself. Mr. Williams said that was
correct. So, the motion was approved, 3-2, with conditions. Chairman Williams said
that was correct. He asked Mr. Planchon to withdraw his motion to approve so that
the Staff could get this fixed. But Linda Logan said that she played back the tape of
the meeting and listened very carefully to what was said. Mr. Williams said that he
agreed with Mr. Dumas, because there were some conditions which he brought forth,
and which were discussed and approved. Mr. Dumas asked Ms. Logan whether she
could listen to the recording to see exactly what it said. Ms. Logan replied that that
was what she did when she was preparing the minutes. She said that she played it
back multiple times to ensure accuracy. But Mr. Dumas said that the Board had not
heard the tape, and he wondered whether they could listen to it.

Anthony Mitten then suggested that the Board members look at the bottom of Page 4
of the minutes. Mr. Dumas said that he was clear on the conditions. But he was
concerned with the final paragraph for RZ-2025-02, which says that there was a 3-2
vote without any conditions, and that was not accurate. Trameka Walker asked
whether there could be a motion to deny the minutes until the Board members could
review the minutes. Chairman Williams asked Mr. Planchon to rescind his motion to
approve, so that the Board members could further review. Mr. Planchon agreed. Ms.
Walker made that motion, and Harold Thibodeaux seconded the motion. A vote was
taken, and it was a 4-1 vote to deny, with Mr. Dumas opposed. Ryan Anderson said
that changes could be made to the minutes during the meeting, without going through
that procedure. But Chairman Williams said that the Board members wanted a
chance to watch the video themselves.

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

VII. SPECIAL USE PERMIT CASE #SP-2024-03. (To be located in Council District
Consideration of a request for a Special Use Permit to allow a personal care home
to operate on property at 270 Shields Road. Applicant/Agent: Shona John. The
property is located in Land Lot 70 of District 12, and it contains 1.47 +/- acres.

To be presented by the Community Development Staff.

Staff Presentation – Made by Linda Logan. Ms. Logan stated that this case was
deferred from the September 19, 2025 Planning Commission meeting to allow the
applicant time to obtain her personal care home license from the State of Georgia.
She said that a special use permit is required to operate a personal care home,
and that the applicant requested to care for six (6) residents in her home at 270
Shields Road. Ms. Logan explained that personal care homes are different from
day care centers, family day care centers, and group day care homes because they
may be used for adults, and they are not limited to operating fewer than twenty-
four (24) hours per day.

Ms. Logan read through a case history for SP-2024 by events, as well as a case
history by dates. She said that the applicant, Shona John, purchased the subject
property on April 25, 2024, then applied for a Zoning Verification Letter on May 20,
2024, which the Planning & Zoning Staff completed on May 28, 2024. Ms. Logan
noted that the applicant had purchased the property before receiving the completed
Zoning Verification Letter from the Staff.

The applicant subsequently applied for a required business license on June 4,
2024, but it was voided and denied by the Business Services Staff because 1) the
applicant’s address was different from the property address; 2) personal care
homes of three (3) or more residents were not perceived as a home occupation
under business license regulations, and 3) the applicant did not have a personal
care home license from the State of Georgia, nor a certification to administer
medicine. Ms. Logan explained that the reasoning for the denial was based on
language in Section 3.2.3 which pertains to family day care homes and group day
care homes, which differ from personal care homes, per the Definitions that were
presented and compared above for “personal care homes” in Section 12.2 of the
UDC versus “family day care homes” and “group day care homes” in Section
9.70.020 within Title 9 of Municode.

Thereafter, the Planning & Zoning Staff held a pre-application meeting with Ms.
John to discuss her need to apply for a special use permit, and she submitted her
application with the date of July 30, 2024. The applicant appeared at the CZIM
meeting on September 4, 2024, then again at the Planning Commission meeting
on September 19, 2024. The Staff had recommended the denial of this case, but
the Board members voted to defer it. The applicant sent a letter to the former City
Manager, Fred Gardiner, on October 28, 2024 to request additional time to obtain
her State personal care home license, and then submitted a deferral request letter

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

to the Staff on the next day (October 29, 2024). Meanwhile, the applicant had
received her State medication certification on October 25, 2025.

Ms. Logan stated that Ms. John finally obtained her State personal care home
license, effective on January 28, 2025, and the Staff received a copy of it on March
14, 2025, along with a copy of her State Medication Aide certification. However,
Ms. John’s State license only allowed her to care for three (3) residents, whereas
she had requested in her special use permit applicant that she be allowed to care
for six (6) residents. Further, State law prohibited a personal care home from
serving more residents than the State license allowed. In April 2025, the applicant
completed a first aid course and submitted to the Staff her proposed Business
Summary for operating the personal care home, along with numerous photos of
the interior of the home and the exterior of the property. Ms. John also expressed
her intent, via phone and e-mail, to comply with all regulations, and her willingness
to make driveway and parking improvements to her property.

Ms. Logan stated that the Staff had made three conclusions for SP-2024-03 for the
proposed personal care home, as follows: 1) the applicant requested to care for six
residents, but her State license only allowed her to care for three (3) residents; 2)
a personal care home is not the best use of the subject property in an established
residential area; and 3) potential adverse effects could occur on the surrounding
neighborhood, including a poor access to the property, insufficient parking, and the
lack of appropriate screening of the property to shield it from the neighbors. The
Staff therefore recommended the denial of this case. But if the City Council chose
to approve SP-2024-03, then the Staff recommended the following conditions: 1)
that no more than three (3) residents be served by the personal care home; 2) that
driveway and parking improvements be made; and 3) that appropriate screening
be installed on the property.

Applicant’s Comments – Shona John responded to questions from the Board,
and she stated her willingness to comply with all regulations and the Staff’s
requirements. She submitted about twenty copies of pictures of the property and
the interior of the house, which Ms. Logan handed to the Board members for their
viewing.

Public Hearing:

1. Robert Schuhl of 253 Shields Road—Mr. Schuhl spoke in opposition to SP-
2024-03. He was concerned about the 24-hour service of the proposed personal
care home. He was also concerned about traffic congestion, speeding, and
ambulances coming to the property at all hours.

2. Councilmember Yolanda Barber from Council District 4—Ms. Barber said
that she has spoken with both the applicant and some of the neighbors about
this case. She was concerned about the requirements for personal care homes.

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

Board Comments – The Board members agreed with the Staff’s analysis and
recommendations. They stated that a personal care home did not seem to be an
appropriate use for the existing residential neighborhood.

Board Action – Anthony Mitten made a motion to deny SP-2024-03, and David
Planchon seconded the motion. A vote was taken, and the motion to deny was
approved by a vote of 4-1, with Trameka Walker being against the motion.
Therefore, the Board vote was denial. (No one made a motion to approve this
case.)

VIII. COMPREHENSIVE PLAN AMENDMENT CASE #CP-2025-02. (Property is
located in Council District 4.)
Consideration of a Comprehensive Plan Amendment for Parcel #029-01011001,
located between North Henry Boulevard and Old Atlanta Road, south of
Valley Hill Road, for the purpose of changing the property’s future land use
designation from “Low-Density Mixed-Use” to “High-Density Mixed-Use” to allow
for the development of townhomes and office space. Applicant: Templar
Development Group, LLC. Agent: Battle Law, P.C. The property is located in
Land Lot 90 of District 12, and it contains 9.90 +/- acres.

To be presented by the Community Development Staff.

CP-2025-02 and RZ-2025-03 were presented jointly by Gordon Linton, and a joint
public hearing was held for both cases. A separate vote was taken for each case.

Staff Presentation – Gordon Linton gave the combined Staff presentation for CP-
2025-02 and RZ-2025-03. He stated that the applicant proposed to building 98
townhomes, plus a small office building. The Staff’s recommendation was
Approval for CP-2025-02, and Approval with Conditions for RZ-2025-03. Mr.
Linton read the Staff conditions, which were listed in the staff report. Ryan
Anderson stated that the zoning conditions would include a requirement that the
minimum unit size would be 1,800 square feet, and that a rear fence shall be
installed abutting the single-family residential units.

Board Questions – Jayden Williams asked the following questions: 1) What
factors led to the Staff’s recommendations; and 2) How did the Staff conclude that
infrastructure requirements would be met. Ryan Anderson responded that the
Staff looked at the UDC requirements, as well as the letter from the Henry County
Water Authority. Trameka Walker asked about the future land use and density.
Why couldn’t the applicant stay with Low-Density Mixed-Use? Mr. Anderson
replied that the project probably wouldn’t be feasible with Low-Density Mixed-Use.

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

Applicant’s Presentation – Attorney Michele Battle gave a PowerPoint
presentation for both CP-2025-02 and RZ-2025-03. She said that the property
was annexed into the City in 2022. The PMU (Parkway Mixed-Use Overlay)
District allows up to 45 units per acre, and the proposed density would only be
nine-plus (9+) units per acre. The existing Low-Density Mixed-Use designation is
not consistent with the PMU Overlay District, nor with the C-3 zoning. This corridor
has not seen much new development in quite some time, and it could use a facelift.

Ms. Battle further stated that there would be no left turn into the property; just a
right-in and right-out. The applicant proposes to build 98 townhomes and a small
office building, at a density of 9.9 units per acre. She believed that the proposed
fee-simple townhomes would be desirable for the corridor, and single-family
detached homes would be unlikely to locate on a four-land State road. The HOA
would own the office building, occupying no more than 50 percent of the total
space. Ms. Battle asked that this be made as one of the conditions of approval.
The remainder of the office space would be either rented out to the tenants or
other businesses.

The townhomes would sell for the low- to mid-$200s, and they would have 1,400
square feet each. The townhomes would be good for empty-nesters. The
proposed amenities would include a dog park and a walking trail. A knox-box
would be located at Old Atlanta Road for emergency vehicles at the Old Atlanta
Road access, with a locked gate. A 40-foot buffer would be provided at the rear,
adjacent to the existing single-family homes.

Ms. Battle said that this would be a quality development, by Jay Knight of Knight
Homes, which is now known as Templar Development.

Jay Knight stated that Trameka Walker had asked about the timeframe for the
proposed development. He replied that it would be about four months before he
could apply for a land disturbance permit after the rezoning of the property, and
then about a year before construction, which would take about six months. The
complete project buildout would take about six years.

Board Questions and Comments:

David Planchon – Mr. Planchon asked about buffers and green space at the rear
of the property. Michele Battle responded that there would be a continuous green
strip.

Anthony Mitten – Mr. Mitten asked whether there was any consideration for future
expansion of the development to the north. Jay Knight said that he approached
those property owners, but they have no plans to sell their properties. He also
said that the proposed parking would meet the parking standards. Michele Battle
stated that the PMU Overlay District encourages higher-density, yet the proposed
development would still be walkable. She believed that the proposed uses would

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

be appropriate for a four-lane highway. Mr Mitten also asked whether there would
be any controls over leasing. Ms. Battle responded that the developer would be
open to that by allowing 10 percent of the units to be leased.

Jayden Williams—Mr. Williams said that the proposed density of 9.9 units per acre
would exceed the density of the adjacent lower-density neighborhoods. Ms. Battle
responded that buffers would be provided, and that the proposed townhomes
would provide a transition between the adjacent single-family homes and the
commercial uses along North Henry Boulevard. There would be no access into
the single-family communities. Mr. Williams observed that this property is located
across from an existing junkyard. Ms. Battle stated that the area is in transition,
and that the proposed townhomes could jump-start the process of revitalizing this
corridor. There is an opportunity to establish cafes, for instance. The PMU
Overlay District should be used to transition the area. Ms. Williams asked about
sidewalks. Ms. Battle, then Ryan Anderson, said that 10-foot sidewalks would be
required along the front of the property. Mr. asked whether this would go against
the Code requirements, but Mr. Anderson replied that it would not.

Public Hearing:

1. Gwen Mack of 377 Grove Hill Drive – Ms. Mack said that she lives in the Valley
Hill Station Subdivision, and that she moved there to be in an older, quieter area.
There is a church and another townhome development coming to Valley Hill Road,
and that there is too much going on. The subject property abuts her neighborhood.

2. Councilmember Yolanda Barber of 197 Talon Place (Council District 4
representative) – Ms. Barber said that she was withholding her decision because
this proposal was going to be presented to the City Council. She said that she
was speaking on behalf of the homeowners who live in this area. She said that
she is not opposed to development. The homeowners’ properties were recently
annexed into the Stockbridge City Limits, yet most of those homeowners were
opposed to the annexation. Ms. Barber said that the homeowners are not opposed
to development. She said that she has explained to the homeowners the vision
for the City. The area is a gateway into the City. S.R. 42 is a State route, where
commercial development is wanted. No residential developments are currently
located in that area.

Ms. Barber asked Chairman Williams whether the Planning Commission receives
the housing inventory that the Planning & Zoning Office is responsible for
compiling. Chairman Williams replied, “No”, but that he did request it at the last
Planning Commission meeting. Ms. Barber said that it was important that the
Planning Commission help to plan the City. The Board members should know
that nine (9) residential developments have been approved in City Council District
4 in the last two years; that 998 residential units had been approved. Council
District 4 is being overly saturated with townhomes. The Board members should
be able to look at the housing inventory to see what the housing needs of each

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

Council district are.

Already, three townhome developments have been approved along Valley Hill
Road, and another one is under construction on Davis Road. It, too, is high
density. Ms. Barber said that she was concerned because it seems that this
particular area is being targeted. There needs to be master plan for this area to
identify what can be done to revitalize the entire area.

Ms. Barber mentioned another issue regarding the letter that was mailed to the
homeowners. She said that she knew that the City’s Code required developers to
mail letters to homeowners who lived within 500 feet of the proposed development,
so only a select few homeowners who live in the Valley Station Subdivision
received the letter. The letter was mailed on April 1 st, and it said that the
community zoning meeting was scheduled for April 2nd. When she looked at the
City’s website, it showed that the community zoning meeting was scheduled for
April 7th, and she showed up for the meeting. Ms. Barber read the same statement
that she read at the community zoning meeting. It said:

“During this Council’s recent retreat, our City’s financial advisor advised
us that our tax digest was imbalanced. He stated, currently, our tax
digest shows 70 / 30 or 60 / 40 percent of our taxes are being
shouldered by homeowners. It should be reversed. It should be more
commercial. He mentioned also that we need more commercial
businesses. That means more commercial; not more townhomes; not
more residential. The Council has approved nine (9) separate
development proposals within City Council District 4.”

Ms. Barber was concerned because most of the newly-annexed residents came
from this area. This proposal is disrupting the peace of the people in this area;
and they are calling her about this. There needs to be smart, responsible growth.
Currently, there are no current plans for infrastructure improvements in this area
other than the widening of State Route 42. She stated her hope that the Board
members would consider that in their decision. This is a request by the applicant
to amend the Comprehensive Plan. Not only is this parcel available for
development, but there are multiple parcels along that stretch of road available.
That means it might be piece-mealed over the next year or two as those property
owners come forward. Ms. Barber wanted to master-plan the entire area first to
apply the appropriate zoning that would best fit what is needed in the community.
The current proposal does not mention anything about a clubhouse or a pool,
which is something to consider since this is a gateway into the City.

Board Comments -- Harold Thibodeaux said that he had a concern about some
of the questions which Councilmember Barber mentioned. He said that, in reality,
it does not matter what this Board says or does. City Council has the responsibility
of either turning down the Board’s decision or passing the decisions which the
Board members make. It’s really the Council’s responsibility regarding planning.

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025

The Board follows the Council’s lead. It has no solid responsibility regarding
decision-making because the Council can change everything that the Board says
and does.

Ms. Barber thanked Mr. Thibodeaux for his sentiment. Said that he was absolutely
right, which is why that she was there. She shares in his concerns. She said that
the Board members were sworn in, just like she was, to protect the community; to
be fair; honest; transparent; to do its due diligence; to ask for the housing
inventory. These are all basic planning tasks. Ms. Barber said that Mr. Anderson
would be more than willing to provide the Board members with more details. She
knows that the decisions which the Board members make are just
recommendations for the Council. But she just wants to make sure that the Board
members do their full due diligence before making decisions. She does not take
any decisions lightly. She knows that her decisions are impacting the lives of the
people who live here. Everybody doesn’t want the growth. But a happy medium
has to be found, and they have to be responsible with the decisions that are being
made. She wants to do her best to do what’s right and to do the best that she
can to represent the people and their interests.

Board Comments:

Harold Thibodeaux—Mr. Thibodeaux stated that he would love for the Board to
have a lot of input into the planning of communities and commercial property. But
why are there employees in Planning & Zoning if the Board doesn’t have meetings
with them, and with the City Council, to set forth the future development of the
City?

Jayden Williams—Chairman Williams stated that, while he agreed with Mr.
Thibodeaux, if three Board or more members were in the room to discuss this, and
there was a quorum, that would be an official public meeting. If there is a way
around that, he would be in favor of such meetings.

Anthony Mitten—Mr. Mitten asked about how many letters were sent to property
owners within 500 feet of the subject property by the applicant. Mr. Anderson
responded, but his response could not be heard.

Board Action – Trameka Walker made a motion to deny CP-2025-02, and
Stanley Dumas seconded the motion. The vote was 3-2, and the case was denied.
Chairman Williams asked whether a vote was still needed on RZ-2025-03 since
CP-2025-02 was denied, or was it automatic. Zoning Attorney Valerie Ross stated
that a vote was still needed for the record. David Planchon made a motion to
accept the rezoning of the property to conform with the land use plan, and Harold
Thibodeaux seconded the motion. The motion was denied, 2-3. Mr. Anderson
said that a motion to deny RZ-2025-03 was needed, per Ms. Ross. Ms. Walker
made a motion to deny, and Stanley Dumas seconded the motion. The motion
passed, 3-2. Therefore, the Board members

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025
10

voted to recommend the denial of both cases.

IX. REZONING CASE #RZ-2025-03. (Property is located in Council District 4.)
Consideration of a Rezoning for Parcel #029-01011001, located between North
Henry Boulevard and Old Atlanta Road, south of Valley Hill Road, for the
purpose of rezoning the property from ‘C-3’ (Heavy Commercial) and ‘PMU’
(Parkway Mixed-Use) Overlay District to ‘PUD’ (Planned Unit Development) Master
Plan and ‘PMU’ (Parkway Mixed-Use) Overlay District to allow for the development
of townhomes and office space. Applicant: Templar Development Group, LLC.
Agent: Battle Law, P.C. The property is located in Land Lot 90 of District 12, and it
contains 9.90 +/- acres.

To be presented by the Community Development Staff.

RZ-2025-03 and CP-2025-02 were presented jointly by Gordon Linton, and a joint
public hearing was held for both cases. A separate vote was taken for each case.

Per the minutes above, the Board members voted to deny RZ-2025-03 by a vote
of 3-2.

X. PROJECT UPDATES – None.

XI. STAFF COMMENTS – None.

XII. BOARD COMMENTS

Chairman Jayden Williams wished everyone a great holiday and a Happy Easter.

XIII. ADJOURNMENT

David Planchon made a motion to adjourn the meeting, and Stanley Dumas
seconded the motion. A vote was taken, and the meeting was unanimously
adjourned. Chairman Williams stated that the meeting was adjourned at 8:24 p.m.

City of Stockbridge, GA Planning Commission Summary Minutes for April 17, 2025
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 032-01030012 Class C Owner GMI 2 INC Land $681,600
Property ROCK QUARRY Acreage 4.26 Address 1876 INDEPENDENCE Value:
Address RD SQUARE, STE D Building $0 Last 2 Sales
District City/Stockbridge DUNWOODY GA 30338 Value: Date Price Reason Qual
Misc $0 5/6/2022 $0 QUITCLAIM U
Value: 6/15/2006 $0 n/a U
Total $681,600
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 8/28/2024
Last Data Uploaded: 8/28/2024 11:54:39 AM

Developed by
City of Stockbridge Planning and Zoning Division
Application for an Amendment to the Comprehensive Plan
Name of Applicant GMI 2, Inc. Phone: 678-458-5185 Date:
Address of Applicant: 1876 lndeP.endence Square, Ste D Cell #
City: Dunwoody State: GA Zip: 30338 E-mail: sunnyomsai@yahoo.com
Name of Agent Harold Buckley, Jr. Phone: 404-853-5050 Date:
Address of Agent: 2849 Paces Fer!Y Road, Suite 700 Cell#
City: Atlanta State: GA Zip: .-JO~ E-mail: hbuckle_y@wbilegal.com

THE PERSONS NAMED ABOVE AFFIRM THAT THEY ARE THE OWNER Tilt properly wDI be POSTED with a Cit)' of
OR AGENT OF THE OWNER OF THE PROPERTY DESCRIBED BELOW Scoclcbrtd1• Plannln1 altd Zonl111 Sten. Thr al&n must
AND REQUESTS THAT THE FOLLOWING AMENDMENT TO THE rr1naln 011 lbe 1ubjcc1 property for no len lh111 flReu
COMPREHENSIVE PLAN BE GRANTED: days prior to lht f'la.nt111 CommlutOll and Mayor/Cky
Councll mecrlna(s). The appllc1nt or property owaer
FROM:_ High-density residential shall nol rcn1on or alltr tbt •I&• few any rHllCID,
(Acknowltd&tinmt)
To: Low-density mixed-use

Property Address: 0 Rock Quarry Road

Nearest intersection to the property: Rock Quarry Road and Hospital Drive

Size of Tract: 4.37 acrc(s). Land Lot Number(s): 13 . District(s): _,.6.___
Property Tax Parcel Number(s):
032-10130012 (Required)

.c. ~Y~-
7~t. ~- ~· ~
Witness• Signature Signature of Applicant
Bharti Mehta
Printed Name of Applicant

Signature of Agent

(llor OMce Use Only)

Total Amount Paid S Check# Credit Card# (FEES ARE NON-REFUNDABLE)

Application checked by: Date:
Pre-application meeting: Date·

Planning Commission Dcci11ion:

Mayor/City Council Deci&ion:

Planning Director's Signature: Date:
NOTE: If the proposed development site would contain more than one property, and/or more than one
property owner, please first type a list on a separate sheet of paper which Identifies each property {address
and/or parcel number) and its corresponding property owner(s). Then fill out a separate Property Owner's
Authorization Form (provided below) for each property and each property owner.

PROPERTY OWNER'S AUTHORIZATION FORM (See NOTE above.)
NO AUTHORIZATION REQUIRED -APPLICANT IS THE PROPERTY OWNER
The unq,rsl ne below is t e PROPERTY OWNER, or one of the property owners, of the property at
---...1..~~(~4K.lllia.c:;1-~------- [address], with Parcel Number 032- Joi 500 Ji
which is the subject o this application .

I swear that I am the Property Owner, or one of the Property Owners, of the property that is the subject matter of
the attac'led application, as Is shown in the tax assessors' records of H~"'(( [County],
6t.or~°' (State).

Signature: B·~ ·~~ Date: ~4~
The undersigned does duly authorize the person(s) and/or company who is named below to act as APPLICANT(S)
In the pursuit of this application for the subject property.

Company/law firm {if a p p l i c a b l e ) : - - - - - - - - - - - - - - - - - - - - - -

Telephone, E-Mail, & Address: l ~ T' i;:. Ae.pt:J~ S', µ"1.L SM~c. ""3:> ~d: Gf\ '3b3J~
v -d
' 1~· ~Set- $"1~S Sutt~o~ Q~. toW'
I authorize the Applicant or Applicants who are named above to act on my behalf for this application.

Signature of Property Owner, who swears that the Signature of Notary Public
information which is conta lned In this Property
Owner's Authorization Is true and correct to the
best of his or her knowledge and belief. Printed Name of Notary Public

Date Date
Applicant Campaign Disclosure Form
(Must be completed by the applicant, the property owner, and the agent. Use as many forms as needed.)
Has the applicant made, within two (2) years immediately preceding the filing of this application for a rezoning,
campaign contributions aggregating $250 or more, or made gifts having in the aggregate 11 value of $250 or more to a
member of the City of Stockbridge Planning Commission or Stockbridge City Council who will consider the application?
Yes_No~

If Xu, the applicant and the attorney representing the applicant must file the following information with the City
of Stockbridge Planning and Zoning Division within ten (10) days after this application is first filed :

Plannin1 Commissioner and/or Dollar Amount of De~cription of Gift S250 or greater,
City Council Member Name Campaign Contribution which was given to Board Member

We certify that the foregoing information is true and correct, this_ Lt"" day of November . 2024

Bharti Mehta
Applicant'~ Name - Printed Signature of Applicant/Property Owner/Agent

Harold Buckley, Jr.
Applicant's Attorney, if applicable - Printed Signature of Applicant's Attorney, if applicable

Sworn to and subscribed before me this ~\-h dayof November . 2024

* Applicant means any individual or business entity (corporation, partnership, hmited partnership, ftrtn enterprise, franchise,
association, or trust) applying for a rezoning.

Citv of Stodchridoe Communltv Davetooment Deo•rtment--4802 North Henrv Blvd Stockbrldoe GA 30281 770-381:1-7900
GMI 2, Inc.
1876 Independence Square, Suite D 122
Dunwoody, GA 30338 84-48111111

DATE

I $ boo. OD t-
OOLLARS 0
t:::... i

FoRPMul llo'. o32r- lo \3oo\z_ terr fl _UJ fuJ
11• 0 0 0 It 2 2111 I: 0 b It • 0 t.. 8 q 3 1:
A B C D E F G H I J K L M N O P Q

Plot Date: Tuesday, March 18, 2025 1:58:04 PM
SITE DATA
130 E. MAIN STREET
CANTON, GA 30114
470-863-1070

BUILDING DATA

07/11/2024
engineer of record

APV

VICINITY MAP CHK

PROPOSED GDOT REQUIRED R/W
BY
N/F
N/F N/F

EXISTING R/W
OVADJE, LEO
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 5504 PG 185 DB 8820 PG 251
DB 9531 PG 188 4
ZONED C-2
ZONED C-2 ZONED C-2
S 88°52'17"E
229.88'
L3

DESCRIPTION
S 72 "E
°03' °2 8'12
42" N 74 EV EV EV EV EV EV EV EV EV
131
.54'
181.
09'
ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY
PROPOSED PARKING DATA

C- 5
PHASE II

EV EV EV

ONLY ONLY ONLY
N 09°2
DATE

0'32"W C- 1 6
NO.

QUIRED R/W
283.22

GDOT CON
GDOT RE
62

PROPOSED
SITE NOTES 7
STRUCTIO
EXISTING R

GMI2, INC

ROCK QUARRY RD STOCKBRIDGE, GA 30281
L2
N C/L
CORNER SIGHT DISTANCE FOR COMMERCIAL SITE
AE-1
L1
N C/L
'48"W
S 81°433' ONST RUCTIO
159.0 GDOT C
C- 3

CIVIL PLANS

1876 INDEPENDENCE SQ , SUITE D, DUNWOODY,

File Location: s:\sed\archive_01-civil_projects\03-projects\_canton_ga_office\on hold_archive_backlog\2024-033 rock quary road retail stockbridge ga\cad\proj1 rock quarry road hotel
N 09°2

13 ~ DISTRICT 6, PARCEL # 032-01030012
C- 2

0'59"W
59.07'
'48" E 1
N 81°43

GA 30338
N/F
PROPOSED LEGEND DIAZ INVESTMENT INC.
56.74'
4 DB 10879 PG 117
ZONED C-2

S 14

°32'3
8"E

N 06°25'4
182.84'
10
125.
4"W 8'

300.99'
11
ISSUE DATE
S 81°59'40"W 06-26-2024
03/18/2025

N/F PROJECT NUMBER
MANISH INC. 2024-033
DB 3717 PG 253
N/F ZONED C-2 SHEET TITLE
KILLEARN PROPERTIES INC
OF GEORGIA SITE PLAN
DB 8729 PG 319
ZONED C-2 12
SHEET NUMBER

C1
File Location: s:\sed\archive_01-civil_projects\03-projects\_canton_ga_office\on hold_archive_backlog\2024-033 rock quary road retail stockbridge ga\cad\landscape rendering\proj1 rock quarry road hotel rendering Plot Date: Friday, March 28, 2025 4:02:30 PM

VICINITY MAP

N 09°2
0'32"W
283.22
N/F

0'59"W N 09°2
56.74' S 72

4"W N 06°25'4 °03'
182.84' 42"
E E
131
.54'

S 81 N 74
09'
181. "E
8'12
°59'40"W

300.99'

C- 2

S 14
8"E°32'3
8'125.

'48"W
S 81°433'
EV
159.0
EV EV EV EV EV EV EV EV

S 88°52'17"E
ONLY ONLY ONLY ONLY ONLY ONLY ONLY

ONLY ONLY

EV EV EV 229.88'
ONLY ONLY ONLY

C- 5
PROPOSED GDOT REQUIRED R/W
L2 L3
GDOT RE QUIRED R/W
L1 PROPOSED EXISTING R/W
C- 1 K
EXISTING R

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

SITE NOTES SITE DATA

BUILDING DATA

PROPOSED PARKING DATA

12 11 10 9 8 7 6 5 4 3 2 1

CIVIL PLANS

ROCK QUARRY RD STOCKBRIDGE, GA 30281 130 E. MAIN STREET

13 ~ DISTRICT 6, PARCEL # 032-01030012
CANTON, GA 30114
C1 SHEET NUMBER SHEET TITLE
PROJECT NUMBER
2024-033
ISSUE DATE
GMI2, INC 07/11/2024
470-863-1070
SITE PLAN
1876 INDEPENDENCE SQ , SUITE D, DUNWOODY,
06-26-2024 engineer of record

GA 30338
NO. DATE DESCRIPTION BY CHK APV
LEGAL DESCRIPTION
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, CONTAINING 4.3664 ACRES, MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED
BY FOR EAGLES LANDING FAMILY PRACTICE, BY ROLAND MCCANN, GEORGIA REGISTERED LAND SURVEYOR, DATED
5/14/02, REVISED MAY 16, 2002, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LINE TABLE
LINE BEARING DISTANCE BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 253.1 FEET
L1 S 81°43'48" W 27.81' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF
SAID RIGHT-OF-WAY WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE SOUTHERLY ALONG
L2 N 35°00'41" E 18.56' THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE THEREOF, 237.97 FEET
L3 S 88°52'17" E 18.37' TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST, 159.03 FEET TO AN IRON PIN; THENCE
ALONG AN ARC A DISTANCE OF 243.68 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 ALONG A BEARING OF SOUTH 25
DEGREES 21 MINUTES 59 SECONDS WEST AND A CHORD DISTANCE OF 107.53 FEET TO AN IRON PIN; THENCE SOUTH 14
DEGREES 32 MINUTES 38 SECONDS EAST, 125.48 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 59 MINUTES 40
SECONDS WEST, 300.99 FEET TO AN IRON PIN; THENCE NORTH 06 DEGREES 25 MINUTES 44 SECONDS WEST, 182.84
FEET TO AN IRON PIN; THENCE NORTH 09 DEGREES 20 MINUTES 32 SECONDS WEST, 283.22 FEET TO AN IRON PIN;
THENCE SOUTH 72 DEGREES 03 MINUTES 42 SECONDS EAST, 131.54 FEET TO AN IRON PIN; THENCE NORTH 74
DEGREES 28 MINUTES 12 SECONDS EAST, 181.09 FEET TO AN IRON PIN; THENCE SOUTH 88 DEGREES 53 MINUTES 25
SECONDS EAST, 229.64 FEET TO AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY
ROAD AND THE POINT OF BEGINNING.

TOGETHER WITH:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.4 710 ACRES, MORE OR LESS, AS SHOWN AND
DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES LANDING FAMILY PRACTICE BY ROLAND MCCANN,
0' 40' 80' 120' REGISTERED LAND SURVEYOR, DATED 5/14/02, REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
THIS
BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 491.07 FEET SURVEY
SCALE:1"=40' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF

PROPOSED GDOT REQUIRED R/W
SAID RIGHT-OF-WAY LINE WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE CONTINUING
SOUTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE
CURVE TABLE THEREOF, 60.00 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST 159.07 FEET TO AN
IRON PIN; THENCE ALONG AN ARC A DISTANCE OF 314.16 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 TO A POINT;
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING THENCE NORTH 81 DEGREES 43 MINUTES 48 SECONDS EAST 159.03 FEET TO THE POINT OF BEGINNING.

C-1 1503.00' 119.23' 237.97' 9°04'18" 3°48'44" 237.72' S 03°54'25" E
C-2 60.00' -121.12' 243.69' 232°42'15" 95°29'35" 107.53' S 25°21'59" W
C-3
C-4
1503.00'
60.00'
30.01'
39.94'
60.00'
70.47'
2°17'15"
67°17'48"
3°48'44"
95°29'35"
60.00'
66.49'
N 08°19'12" W
S 55°21'58" W LEGAL DESCRIPTION
C-5 1896.00' 113.71' 227.15' 06°51'52" 03°01'19" 227.01' N 04°28'15" W ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
HENRY COUNTY, GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Phone 770-957-4614 / Email office@ironstonesurveying.com
COMMENCING AT A POINT FORMED BY THE EXISTING SOUTHERLY RIGHT-OF-WAY OF NORTH PARK LOCATION MAP
TRAIL (60' R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W);

96 Ernest Biles Drive, Jackson, Georgia 30233
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
N/F BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG A CURVE HEREBY
N/F N/F
OVADJE, LEO KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF 1503.00',
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 9531 PG 188 BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72', TO A
DB 5504 PG 185 DB 8820 PG 251 POINT HEREBY KNOWN AS "AE-1"; THENCE S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT;
ZONED C-2
ZONED C-2 ZONED C-2 THENCE ALONG A CURVE HEREBY KNOWN AS "C-2", TURNING TO THE LEFT WITH AN ARC LENGTH OF
243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
CHORD LENGTH OF 107.53', TO A POINT; THENCE S14°32'38"E A DISTANCE OF 125.48 FEET TO A POINT;
S 88°52'17"E 755
229.88' L3 THENCE S81°59'40"W A DISTANCE OF 300.99 FEET TO A POINT; THENCE N06°25'44"W A DISTANCE OF
182.84 FEET TO A POINT; THENCE N09°20'59"W A DISTANCE OF 56.74 FEET TO A POINT; THENCE
S 72
°03' °28'12" N09°20'32"W A DISTANCE OF 283.22 FEET TO A POINT; THENCE S72°03'42"E A DISTANCE OF 131.54
42" N 74 FEET TO A POINT; THENCE N74°28'12"E A DISTANCE OF 181.09 FEET TO A POINT; THENCE S88°52'17"E
E 09'
181.
745
131 750 A DISTANCE OF 229.88 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN
.5 4' 0 AREA OF 4.363 ACRES, MORE OR LESS.
74

TOGETHER WITH:
735
745 AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
740 ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT,
750 D R/W HENRY COUNTY, GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.471 ACRES,
MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES

PROPOSED GDOT REQUIRE
LANDING FAMILY PRACTICE BY ROLAND MCCANN, REGISTERED LAND SURVEYOR, DATED 5/14/02,
73
0 C- 5 REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

EXISTING R/W C- 1
73 BEGINNING AT A POINT PREVIOUSLY DESCRIBED AS "AE-1", LOCATED ON THE EXISTING WESTERLY

N 09°2
740 RIGHT-OF-WAY OF ROCK QUARRY ROAD, 490.97 FEET SOUTHERLY AS MEASURED ALONG SAID
RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF SAID RIGHT-OF-WAY LINE
WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE DEPARTING SAID

0'32"W
N/F RIGHT-OF-WAY S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT FEET TO A POINT; THENCE
745 ALONG A CURVE PREVIOUSLY DESCRIBED AS "C-2", TURNING TO THE LEFT, WITH AN ARC LENGTH OF
CITY OF STOCKBRIDGE
5 243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
DB 14392 PG 235 73
CHORD LENGTH OF 107.53' TO A POINT; THENCE ALONG A COMPOUND CURVE HEREBY KNOWN AS
ZONED C-2 "C-4", TURNING TO THE LEFT, WITH AN ARC LENGTH OF 70.47', WITH A RADIUS OF 60.00', BEING
750
SUBTENDED BY A CHORD BEARING OF N55°21'58"E, WITH A CHORD LENGTH OF 66.49' TO A POINT;
730 735 THENCE N81°43'48"E A DISTANCE OF 159.07 FEET TO A POINT ON THE EXISTING RIGHT-OF-WAY OF

283.22

ALTA/NSPS LAND TITLE SURVEY
TRACT A
ROCK QUARRY ROAD; THENCE NORTHWESTERLY ALONG A CURVE HEREBY KNOWN AS "C-3",
TURNING TO THE RIGHT WITH AN ARC LENGTH OF 60.00', WITH A RADIUS OF 1503.00', BEING
SUBTENDED BY A CHORD BEARING OF N08°19'12"W, WITH A CHORD LENGTH OF 60.00', TO A POINT,

STRUCTIO

IN LAND LOT 13, DISTRICT 6, HENRY COUNTY, GEORGIA
740 WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN AREA OF 0.471 ACRES, MORE OR LESS.

GDOT CON
735 750 LESS "TRACT A"
74
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
73
5 HENRY COUNTY, GEORGIA, AS SHOWN ON THAT CERTAIN SET OF GEORGIA DEPARTMENT OF
TRANSPORTATION (GDOT) PLANS FOR PROJECT NUMBER 0015090, TITLED "RIGHT OF WAY OF
PROPOSED ROCK QUARRY ROAD WIDENING HENRY COUNTY" APPROVED ON 06/16/2020 AND LAST
N C/L
730 L2 UPDATED ON 04/01/2022 MORE PARTICULARLY DESCRIBED AS FOLLOWS:
735
745 159.03' COMMENCING AT A POINT FORMED BY THE SOUTHERLY RIGHT-OF-WAY OF NORTH PARK TRAIL (60'
L1
AE-1
R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W); THENCE

FOR GMI 2, INC.
'48" ION C/L
S 81°43 TRUCT
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
740 ONS
GDOT C BEGINNING; THENCE CONTINUING ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY ALONG A CURVE
75
C- 3 HEREBY KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF
735 1503.00', BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72',
735 TO A POINT HEREBY KNOWN AS "AE-1"; THENCE DEPARTING SAID RIGHT-OF-WAY S81°43'48"W A
DISTANCE OF 27.81 FEET TO A POINT ON THE PROPOSED WESTERLY RIGHT-OF-WAY OF ROCK
QUARRY ROAD; THENCE ALONG SAID PROPOSED WESTERLY RIGHT-OF-WAY N35°00'41"E A DISTANCE
745 OF 18.56 FEET TO A POINT; THENCE CONTINUING ALONG SAID PROPOSED RIGHT-OF-WAY ALONG A

N 09°2
CURVE TURNING TO THE RIGHT, WITH AN ARC LENGTH OF 227.15', A RADIUS OF 1,896.00', BEING
735
730 C- 2 SUBTENDED BY A CHORD BEARING OF N04°28'15"W, WITH A CHORD LENGTH OF 227.01' TO A POINT;
9.07' THENCE DEPARTING SAID PROPOSED RIGHT-OF-WAY S88°52'17"E A DISTANCE OF 18.37 FEET TO A

0'59"W
'4 8" E 15 POINT ON THE EXISTING RIGHT-OF-WAY OF ROCK QUARRY ROAD, SAID POINT BEING THE POINT OF
N 81°43
BEGINNING.
73
0 SAID LAND HAVING OR 0.090 ACRES, MORE OR LESS.
N/F
73
740 DIAZ INVESTMENT INC.

56.74'
4 DB 10879 PG 117
ZONED C-2
745

730
S 14 SCHEDULE B-II EXCEPTIONS
°32'3
73
0 8"E

N 06°25'4
735

182.84'
740

125.
4"W 745 48'
ORIGINAL PLAT DATE
05/03/2021
SCALE
N/F 1" = 40'
KILLEARN PROPERTIES INC DRAWN BY
OF GEORGIA
RCL/SJL
DB 8729 PG 319 CHECKED BY
ZONED C-2 73 JBP
300.99'
ORIGINAL FIELD DATE
'40"W
S 81°59 04/27/2021
CREW
N/F RL/AL
MANISH INC. FIELD BOOK
DB 3717 PG 253 FIELD SKETCH
ZONED C-2
JOB NO.
210145
DWG NO.
210145-RCL-A
SHEET
1 of 1
Henry County, GA

Overview

Legend
Parcels
Roads

287 ft

Parcel ID 032-01030012 Class C Owner GMI 2 INC Land $681,600
Property ROCK QUARRY Acreage 4.26 Address 1876 INDEPENDENCE Value:
Address RD SQUARE, STE D Building $0 Last 2 Sales
District City/Stockbridge DUNWOODY GA 30338 Value: Date Price Reason Qual
Misc $0 5/6/2022 $0 QUITCLAIM U
Value: 6/15/2006 $0 n/a U
Total $681,600
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 8/28/2024
Last Data Uploaded: 8/28/2024 11:54:39 AM

Developed by
A B C D E F G H I J K L M N O P Q

Plot Date: Tuesday, March 18, 2025 1:58:04 PM
SITE DATA
130 E. MAIN STREET
CANTON, GA 30114
470-863-1070

BUILDING DATA

07/11/2024
engineer of record

APV

VICINITY MAP CHK

PROPOSED GDOT REQUIRED R/W
BY
N/F
N/F N/F

EXISTING R/W
OVADJE, LEO
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 5504 PG 185 DB 8820 PG 251
DB 9531 PG 188 4
ZONED C-2
ZONED C-2 ZONED C-2
S 88°52'17"E
229.88'
L3

DESCRIPTION
S 72 "E
°03' °2 8'12
42" N 74 EV EV EV EV EV EV EV EV EV
131
.54'
181.
09'
ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY
PROPOSED PARKING DATA

C- 5
PHASE II

EV EV EV

ONLY ONLY ONLY
N 09°2
DATE

0'32"W C- 1 6
NO.

QUIRED R/W
283.22

GDOT CON
GDOT RE
62

PROPOSED
SITE NOTES 7
STRUCTIO
EXISTING R

GMI2, INC

ROCK QUARRY RD STOCKBRIDGE, GA 30281
L2
N C/L
CORNER SIGHT DISTANCE FOR COMMERCIAL SITE
AE-1
L1
N C/L
'48"W
S 81°433' ONST RUCTIO
159.0 GDOT C
C- 3

CIVIL PLANS

1876 INDEPENDENCE SQ , SUITE D, DUNWOODY,

File Location: s:\sed\archive_01-civil_projects\03-projects\_canton_ga_office\on hold_archive_backlog\2024-033 rock quary road retail stockbridge ga\cad\proj1 rock quarry road hotel
N 09°2

13 ~ DISTRICT 6, PARCEL # 032-01030012
C- 2

0'59"W
59.07'
'48" E 1
N 81°43

GA 30338
N/F
PROPOSED LEGEND DIAZ INVESTMENT INC.
56.74'
4 DB 10879 PG 117
ZONED C-2

S 14

°32'3
8"E

N 06°25'4
182.84'
10
125.
4"W 8'

300.99'
11
ISSUE DATE
S 81°59'40"W 06-26-2024
03/18/2025

N/F PROJECT NUMBER
MANISH INC. 2024-033
DB 3717 PG 253
N/F ZONED C-2 SHEET TITLE
KILLEARN PROPERTIES INC
OF GEORGIA SITE PLAN
DB 8729 PG 319
ZONED C-2 12
SHEET NUMBER

C1
File Location: s:\sed\archive_01-civil_projects\03-projects\_canton_ga_office\on hold_archive_backlog\2024-033 rock quary road retail stockbridge ga\cad\landscape rendering\proj1 rock quarry road hotel rendering Plot Date: Friday, March 28, 2025 4:02:30 PM

VICINITY MAP

N 09°2
0'32"W
283.22
N/F

0'59"W N 09°2
56.74' S 72

4"W N 06°25'4 °03'
182.84' 42"
E E
131
.54'

S 81 N 74
09'
181. "E
8'12
°59'40"W

300.99'

C- 2

S 14
8"E°32'3
8'125.

'48"W
S 81°433'
EV
159.0
EV EV EV EV EV EV EV EV

S 88°52'17"E
ONLY ONLY ONLY ONLY ONLY ONLY ONLY

ONLY ONLY

EV EV EV 229.88'
ONLY ONLY ONLY

C- 5
PROPOSED GDOT REQUIRED R/W
L2 L3
GDOT RE QUIRED R/W
L1 PROPOSED EXISTING R/W
C- 1 K
EXISTING R

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

SITE NOTES SITE DATA

BUILDING DATA

PROPOSED PARKING DATA

12 11 10 9 8 7 6 5 4 3 2 1

CIVIL PLANS

ROCK QUARRY RD STOCKBRIDGE, GA 30281 130 E. MAIN STREET

13 ~ DISTRICT 6, PARCEL # 032-01030012
CANTON, GA 30114
C1 SHEET NUMBER SHEET TITLE
PROJECT NUMBER
2024-033
ISSUE DATE
GMI2, INC 07/11/2024
470-863-1070
SITE PLAN
1876 INDEPENDENCE SQ , SUITE D, DUNWOODY,
06-26-2024 engineer of record

GA 30338
NO. DATE DESCRIPTION BY CHK APV
LEGAL DESCRIPTION
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, CONTAINING 4.3664 ACRES, MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED
BY FOR EAGLES LANDING FAMILY PRACTICE, BY ROLAND MCCANN, GEORGIA REGISTERED LAND SURVEYOR, DATED
5/14/02, REVISED MAY 16, 2002, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LINE TABLE
LINE BEARING DISTANCE BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 253.1 FEET
L1 S 81°43'48" W 27.81' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF
SAID RIGHT-OF-WAY WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE SOUTHERLY ALONG
L2 N 35°00'41" E 18.56' THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE THEREOF, 237.97 FEET
L3 S 88°52'17" E 18.37' TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST, 159.03 FEET TO AN IRON PIN; THENCE
ALONG AN ARC A DISTANCE OF 243.68 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 ALONG A BEARING OF SOUTH 25
DEGREES 21 MINUTES 59 SECONDS WEST AND A CHORD DISTANCE OF 107.53 FEET TO AN IRON PIN; THENCE SOUTH 14
DEGREES 32 MINUTES 38 SECONDS EAST, 125.48 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 59 MINUTES 40
SECONDS WEST, 300.99 FEET TO AN IRON PIN; THENCE NORTH 06 DEGREES 25 MINUTES 44 SECONDS WEST, 182.84
FEET TO AN IRON PIN; THENCE NORTH 09 DEGREES 20 MINUTES 32 SECONDS WEST, 283.22 FEET TO AN IRON PIN;
THENCE SOUTH 72 DEGREES 03 MINUTES 42 SECONDS EAST, 131.54 FEET TO AN IRON PIN; THENCE NORTH 74
DEGREES 28 MINUTES 12 SECONDS EAST, 181.09 FEET TO AN IRON PIN; THENCE SOUTH 88 DEGREES 53 MINUTES 25
SECONDS EAST, 229.64 FEET TO AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY
ROAD AND THE POINT OF BEGINNING.

TOGETHER WITH:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT, HENRY COUNTY,
GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.4 710 ACRES, MORE OR LESS, AS SHOWN AND
DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES LANDING FAMILY PRACTICE BY ROLAND MCCANN,
0' 40' 80' 120' REGISTERED LAND SURVEYOR, DATED 5/14/02, REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
THIS
BEGIN AT AN IRON PIN LOCATED ON THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD, 491.07 FEET SURVEY
SCALE:1"=40' SOUTHERLY AS MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF

PROPOSED GDOT REQUIRED R/W
SAID RIGHT-OF-WAY LINE WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE CONTINUING
SOUTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF ROCK QUARRY ROAD AND FOLLOWING THE CURVATURE
CURVE TABLE THEREOF, 60.00 FEET TO AN IRON PIN; THENCE SOUTH 81 DEGREES 43 MINUTES 48 SECONDS WEST 159.07 FEET TO AN
IRON PIN; THENCE ALONG AN ARC A DISTANCE OF 314.16 FEET WITH SAID ARC HAVING A RADIUS OF 60.00 TO A POINT;
CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING THENCE NORTH 81 DEGREES 43 MINUTES 48 SECONDS EAST 159.03 FEET TO THE POINT OF BEGINNING.

C-1 1503.00' 119.23' 237.97' 9°04'18" 3°48'44" 237.72' S 03°54'25" E
C-2 60.00' -121.12' 243.69' 232°42'15" 95°29'35" 107.53' S 25°21'59" W
C-3
C-4
1503.00'
60.00'
30.01'
39.94'
60.00'
70.47'
2°17'15"
67°17'48"
3°48'44"
95°29'35"
60.00'
66.49'
N 08°19'12" W
S 55°21'58" W LEGAL DESCRIPTION
C-5 1896.00' 113.71' 227.15' 06°51'52" 03°01'19" 227.01' N 04°28'15" W ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
HENRY COUNTY, GEORGIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Phone 770-957-4614 / Email office@ironstonesurveying.com
COMMENCING AT A POINT FORMED BY THE EXISTING SOUTHERLY RIGHT-OF-WAY OF NORTH PARK LOCATION MAP
TRAIL (60' R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W);

96 Ernest Biles Drive, Jackson, Georgia 30233
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
N/F BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG A CURVE HEREBY
N/F N/F
OVADJE, LEO KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF 1503.00',
SAK PARTNERS LLC ZIEGLER-GEORGIA 6 LLC
DB 9531 PG 188 BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72', TO A
DB 5504 PG 185 DB 8820 PG 251 POINT HEREBY KNOWN AS "AE-1"; THENCE S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT;
ZONED C-2
ZONED C-2 ZONED C-2 THENCE ALONG A CURVE HEREBY KNOWN AS "C-2", TURNING TO THE LEFT WITH AN ARC LENGTH OF
243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
CHORD LENGTH OF 107.53', TO A POINT; THENCE S14°32'38"E A DISTANCE OF 125.48 FEET TO A POINT;
S 88°52'17"E 755
229.88' L3 THENCE S81°59'40"W A DISTANCE OF 300.99 FEET TO A POINT; THENCE N06°25'44"W A DISTANCE OF
182.84 FEET TO A POINT; THENCE N09°20'59"W A DISTANCE OF 56.74 FEET TO A POINT; THENCE
S 72
°03' °28'12" N09°20'32"W A DISTANCE OF 283.22 FEET TO A POINT; THENCE S72°03'42"E A DISTANCE OF 131.54
42" N 74 FEET TO A POINT; THENCE N74°28'12"E A DISTANCE OF 181.09 FEET TO A POINT; THENCE S88°52'17"E
E 09'
181.
745
131 750 A DISTANCE OF 229.88 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN
.5 4' 0 AREA OF 4.363 ACRES, MORE OR LESS.
74

TOGETHER WITH:
735
745 AN EASEMENT FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED PROPERTY:
740 ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT,
750 D R/W HENRY COUNTY, GEORGIA, BEING DESIGNATED AS ACCESS EASEMENT CONTAINING 0.471 ACRES,
MORE OR LESS, AS SHOWN AND DELINEATED ON A PLAT OF SURVEY PREPARED FOR EAGLES

PROPOSED GDOT REQUIRE
LANDING FAMILY PRACTICE BY ROLAND MCCANN, REGISTERED LAND SURVEYOR, DATED 5/14/02,
73
0 C- 5 REVISED 5/16/02 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

EXISTING R/W C- 1
73 BEGINNING AT A POINT PREVIOUSLY DESCRIBED AS "AE-1", LOCATED ON THE EXISTING WESTERLY

N 09°2
740 RIGHT-OF-WAY OF ROCK QUARRY ROAD, 490.97 FEET SOUTHERLY AS MEASURED ALONG SAID
RIGHT-OF-WAY LINE FROM THE POINT FORMED BY THE INTERSECTION OF SAID RIGHT-OF-WAY LINE
WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF NORTH PARK TRAIL; THENCE DEPARTING SAID

0'32"W
N/F RIGHT-OF-WAY S81°43'48"W A DISTANCE OF 159.03 FEET TO A POINT FEET TO A POINT; THENCE
745 ALONG A CURVE PREVIOUSLY DESCRIBED AS "C-2", TURNING TO THE LEFT, WITH AN ARC LENGTH OF
CITY OF STOCKBRIDGE
5 243.69', WITH A RADIUS OF 60.00', BEING SUBTENDED BY A CHORD BEARING OF S25°21'59"W, WITH A
DB 14392 PG 235 73
CHORD LENGTH OF 107.53' TO A POINT; THENCE ALONG A COMPOUND CURVE HEREBY KNOWN AS
ZONED C-2 "C-4", TURNING TO THE LEFT, WITH AN ARC LENGTH OF 70.47', WITH A RADIUS OF 60.00', BEING
750
SUBTENDED BY A CHORD BEARING OF N55°21'58"E, WITH A CHORD LENGTH OF 66.49' TO A POINT;
730 735 THENCE N81°43'48"E A DISTANCE OF 159.07 FEET TO A POINT ON THE EXISTING RIGHT-OF-WAY OF

283.22

ALTA/NSPS LAND TITLE SURVEY
TRACT A
ROCK QUARRY ROAD; THENCE NORTHWESTERLY ALONG A CURVE HEREBY KNOWN AS "C-3",
TURNING TO THE RIGHT WITH AN ARC LENGTH OF 60.00', WITH A RADIUS OF 1503.00', BEING
SUBTENDED BY A CHORD BEARING OF N08°19'12"W, WITH A CHORD LENGTH OF 60.00', TO A POINT,

STRUCTIO

IN LAND LOT 13, DISTRICT 6, HENRY COUNTY, GEORGIA
740 WHICH IS THE POINT OF BEGINNING. SAID LAND HAVING AN AREA OF 0.471 ACRES, MORE OR LESS.

GDOT CON
735 750 LESS "TRACT A"
74
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 13 OF THE 6TH DISTRICT OF
73
5 HENRY COUNTY, GEORGIA, AS SHOWN ON THAT CERTAIN SET OF GEORGIA DEPARTMENT OF
TRANSPORTATION (GDOT) PLANS FOR PROJECT NUMBER 0015090, TITLED "RIGHT OF WAY OF
PROPOSED ROCK QUARRY ROAD WIDENING HENRY COUNTY" APPROVED ON 06/16/2020 AND LAST
N C/L
730 L2 UPDATED ON 04/01/2022 MORE PARTICULARLY DESCRIBED AS FOLLOWS:
735
745 159.03' COMMENCING AT A POINT FORMED BY THE SOUTHERLY RIGHT-OF-WAY OF NORTH PARK TRAIL (60'
L1
AE-1
R/W) AND THE EXISTING WESTERLY RIGHT-OF-WAY OF ROCK QUARRY ROAD (100' R/W); THENCE

FOR GMI 2, INC.
'48" ION C/L
S 81°43 TRUCT
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY 253.00 FEET TO A POINT AND THE POINT OF
740 ONS
GDOT C BEGINNING; THENCE CONTINUING ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY ALONG A CURVE
75
C- 3 HEREBY KNOWN AS "C-1", TURNING TO THE LEFT WITH AN ARC LENGTH OF 237.97', WITH A RADIUS OF
735 1503.00', BEING SUBTENDED BY A CHORD BEARING OF S03°54'25"E, WITH A CHORD LENGTH OF 237.72',
735 TO A POINT HEREBY KNOWN AS "AE-1"; THENCE DEPARTING SAID RIGHT-OF-WAY S81°43'48"W A
DISTANCE OF 27.81 FEET TO A POINT ON THE PROPOSED WESTERLY RIGHT-OF-WAY OF ROCK
QUARRY ROAD; THENCE ALONG SAID PROPOSED WESTERLY RIGHT-OF-WAY N35°00'41"E A DISTANCE
745 OF 18.56 FEET TO A POINT; THENCE CONTINUING ALONG SAID PROPOSED RIGHT-OF-WAY ALONG A

N 09°2
CURVE TURNING TO THE RIGHT, WITH AN ARC LENGTH OF 227.15', A RADIUS OF 1,896.00', BEING
735
730 C- 2 SUBTENDED BY A CHORD BEARING OF N04°28'15"W, WITH A CHORD LENGTH OF 227.01' TO A POINT;
9.07' THENCE DEPARTING SAID PROPOSED RIGHT-OF-WAY S88°52'17"E A DISTANCE OF 18.37 FEET TO A

0'59"W
'4 8" E 15 POINT ON THE EXISTING RIGHT-OF-WAY OF ROCK QUARRY ROAD, SAID POINT BEING THE POINT OF
N 81°43
BEGINNING.
73
0 SAID LAND HAVING OR 0.090 ACRES, MORE OR LESS.
N/F
73
740 DIAZ INVESTMENT INC.

56.74'
4 DB 10879 PG 117
ZONED C-2
745

730
S 14 SCHEDULE B-II EXCEPTIONS
°32'3
73
0 8"E

N 06°25'4
735

182.84'
740

125.
4"W 745 48'
ORIGINAL PLAT DATE
05/03/2021
SCALE
N/F 1" = 40'
KILLEARN PROPERTIES INC DRAWN BY
OF GEORGIA
RCL/SJL
DB 8729 PG 319 CHECKED BY
ZONED C-2 73 JBP
300.99'
ORIGINAL FIELD DATE
'40"W
S 81°59 04/27/2021
CREW
N/F RL/AL
MANISH INC. FIELD BOOK
DB 3717 PG 253 FIELD SKETCH
ZONED C-2
JOB NO.
210145
DWG NO.
210145-RCL-A
SHEET
1 of 1
Engineering Division

July 12, 2024

Re: Water and Sewer Services - Availability
Proposed Development: Food Mart with Fuel Sales
Property Information: Off Rock Quarry Road, Parcel No. 032-01030012
LL 13; District 6; 4.36+/- acres
Zoning: C-2 (City of Stockbridge)
Sewer Basin: Walnut Creek
Watershed Basin: Big Cotton Indian Creek

TO WHOM IT MAY CONCERN:

You have requested that this Authority provide you with information concerning the present
availability of water and sewer services to the above-described property. This letter is being
provided for informational purposes only and will not act to reserve water capacity to you or the
property and will not create any liability to the Authority. The information contained in this letter
will remain in effect for a period of 365 days from the date of this letter unless subsequently
notified in writing by the Authority. The information provided herein is based upon the above-
stated zoning of the property. Any deviation in zoning that would increase density or usage above
that evaluated by the Authority will automatically void the information provided herein and will
require a separate re-evaluation by this Authority.

Water service is available to the property described above. A fire flow test calculated in the area
revealed the following data:

Static: 124 psi
Residual: 114 psi
Flow 1635 gpm
Calculated Flow @ 20 psi: 5790 gpm

As shown, these results are above the minimum adopted standards of 20 psi residual pressure at
1000 gpm for said proposed commercial development as established by the Henry County Board
of Commissioners.

Sewage treatment and sewer line capacity are presently available to the property.

The Authority provides water and sewer services where capacity is available on a first-come, first
served basis. Each customer, developer, and property owner must also comply with the rules,
regulations, and ordinances of the Authority.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
The Authority will reevaluate the availability of water and sewer services to the property at the
time that the development plans are submitted. If there are any additional requirements, or if water
or sewer capacity is not available, you will be notified in writing.

This letter was prepared with information submitted to HCWA on a Site Plan dated 06/10/2024
prepared by LJA.
Digitally signed
by Scott Sage, P.E.
Date: 2024.07.12
13:35:04 -04'00'
Scott Sage, P. E.
Engineering Division Manager
Henry County Water Authority
Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID 070- Class Commercial Owner LINDAVID INVESTMENT Land $270,000
01012001 Acreage 3.43 Address PROPERTIES LLC Value:
Property 2251 2680 HIGHWAY 42N Building $659,100 Last 2 Sales
Address HIGHWAY MCDONOUGH, GA 30253 Value: Date Price Reason Qual
42 Misc $32,800 2/21/2019 $585,000 FM Q
District Henry Value: 11/4/2014 $640,000 VE U
County Total $961,900
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 5/5/2025
Last Data Uploaded: 5/5/2025 2:07:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID 070- Class Commercial Owner LINDAVID INVESTMENT Land $270,000
01012001 Acreage 3.43 Address PROPERTIES LLC Value:
Property 2251 2680 HIGHWAY 42N Building $659,100 Last 2 Sales
Address HIGHWAY MCDONOUGH, GA 30253 Value: Date Price Reason Qual
42 Misc $32,800 2/21/2019 $585,000 FM Q
District Henry Value: 11/4/2014 $640,000 VE U
County Total $961,900
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 5/5/2025
Last Data Uploaded: 5/5/2025 2:07:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID 070- Class Commercial Owner LINDAVID INVESTMENT Land $270,000
01012001 Acreage 3.43 Address PROPERTIES LLC Value:
Property 2251 2680 HIGHWAY 42N Building $659,100 Last 2 Sales
Address HIGHWAY MCDONOUGH, GA 30253 Value: Date Price Reason Qual
42 Misc $32,800 2/21/2019 $585,000 FM Q
District Henry Value: 11/4/2014 $640,000 VE U
County Total $961,900
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 5/5/2025
Last Data Uploaded: 5/5/2025 2:07:16 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads
Land Lots
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
588 ft base ood.
Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Lakes
Wetlands

Parcel ID 032- Class Consv Owner REICHERT WILLIAM Land $182,500
02006000 Use Address K& Value:
Property 1448 FLIPPEN Acreage 14.21 BRENDA A Building $292,100 Last 2 Sales
Address RD 1448 FLIPPEN RD Value: Date Price Reason Qual
District Henry County STOCKBRIDGE, GA Misc $840 10/1/1983 $22,900 LM Q
30281 Value: n/a $ n/a n/a
Total $427,800
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.
Date created: 2/18/2025
Last Data Uploaded: 2/18/2025 1:09:42 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads
Land Lots
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
588 ft base ood.
Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Lakes
Wetlands

Parcel ID 032- Class Residential Owner GILREATH WILLARD Land $95,500
02005001 Acreage 7.63 Address D Value:
Property 1468 1468 FLIPPEN RD Building $347,300 Last 2 Sales
Address FLIPPEN RD STOCKBRIDGE, GA Value: Date Price Reason Qual
District Henry County 30281 Misc $12,200 1/8/2014 $0 VF U
Value: 6/1/1984 $13,400 U U
Total $364,500
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.
Date created: 2/18/2025
Last Data Uploaded: 2/18/2025 1:09:42 AM

Developed by
VICINITY MAP
PREPARED BY:
REZONING PLAN LEGEND

Elite Engineering
Engineering | Surveying | Management
300 WI Parkway Dallas, GA 30132
Jonathan Jones, P.E.
(678) 215-2968

DATE:

REVISION

PROPOSED WATER MAIN
TIE WITH 8X8X8 TAPPING
EXISTING SLEEVE AND VALVE
SSMH
25' PERIMETER BUFFER

SWP
No.

50
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 SWP
49

HANOVER PARK LAND LOTS 11 & 12, 6th DISTRICT, HENRY COUNTY
48
137 139 141 143 145 94 92 90 88 86 84 82 80 78 76 74 72 1

ANNEXATION & REZONING PLAN FOR
47 91 85 79 75 73
5 138 140 142 144 146 95 93 89 87 83 81 77
46 147 96 OPEN SPACE 1.09 AC
136
148 97 TOT CLUB

45 135 OPEN SPACE LOT POOL
0.56 AC 149 98 COMMUNITY SPORTS FIELD HOUSE
134
150 99
133 PUTTING GREEN
44 151 100

25' PERIMETER BUFFER
15
132 130 128 126 124 102 104 106 108 110 112 114 116 118 120 122
PROPOSED WATER MAIN

43
TIE WITH 8X8X8 TAPPING
SLEEVE AND VALVE

131 129 127 125 123 101 103 105 107 109 111 113 115 117 119 121
42

41
4039 3736 35 3433 32
OPEN 38 3130 29 28 27 26 25 24 23 22 2120 19 1817 16 15 14 13 12 1110 9 8 7 6 5 4 3 2 PREPARED FOR:
SPACE
3.56 AC
LAND BUYERS OF
AMERICA GA, LLC
25' PERIMETER BUFFER
24 CONTACT
MICHAEL KANER
404-422-6806

RG I
EO A
G REG I STERED
NO. 27186
PROFESSIONAL

E ES
JO NG
I NEE
N A N
TH
AN F JO

PROJECT No. 24040
DRAWING SCALE: 1"= 60'
DESIGNED BY: JFJ
DRAWN BY: JFJ
CHECKED BY: JFJ
DATE: 4/30/25
SHEET

1 OF 1
VICINITY MAP
PREPARED BY:
REZONING PLAN LEGEND

Elite Engineering
Engineering | Surveying | Management
300 WI Parkway Dallas, GA 30132
Jonathan Jones, P.E.
(678) 215-2968

DATE:

REVISION

EXISTING
SSMH
25' PERIMETER BUFFER

SWP
No.

50
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 SWP
49

HANOVER PARK LAND LOTS 11 & 12, 6th DISTRICT, HENRY COUNTY
48
137 139 141 143 145 94 92 90 88 86 84 82 80 78 76 74 72

ANNEXATION & REZONING PLAN FOR
47 1
5 138 140 142 144 146 95 93 91 89 87 85 83 81 79 77 75 73
46 147 96
136
148 97 TOT CLUB

45 135 LOT POOL
149 98 COMMUNITY SPORTS FIELD HOUSE
134
150 99
133 PUTTING GREEN
44 151 100

25' PERIMETER BUFFER
15
132 130 128 126 124 102 104 106 108 110 112 114 116 118 120 122
43
131 129 127 125 123 101 103 105 107 109 111 113 115 117 119 121
42

41
4039 3736 35 3433 32
38 3130 29 28 27 26 25 24 23 22 2120 19 1817 16 15 14 13 12 1110 9 8 7 6 5 4 3 2 PREPARED FOR:

LAND BUYERS OF
AMERICA GA, LLC
25' PERIMETER BUFFER
24 CONTACT
MICHAEL KANER
404-422-6806

RG I
EO A
G REG I STERED
NO. 27186
PROFESSIONAL

E ES
JO NG
I NEE
N A N
TH
AN F JO

PROJECT No. 24040
DRAWING SCALE: 1"= 60'
DESIGNED BY: JFJ
DRAWN BY: JFJ
CHECKED BY: JFJ
DATE: 4/30/25
SHEET

1 OF 1
Henry County, GA

Overview

Legend
Parcels
Roads
Land Lots
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
588 ft base ood.
Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Lakes
Wetlands

Parcel ID 032- Class Consv Owner REICHERT WILLIAM Land $182,500
02006000 Use Address K& Value:
Property 1448 FLIPPEN Acreage 14.21 BRENDA A Building $292,100 Last 2 Sales
Address RD 1448 FLIPPEN RD Value: Date Price Reason Qual
District Henry County STOCKBRIDGE, GA Misc $840 10/1/1983 $22,900 LM Q
30281 Value: n/a $ n/a n/a
Total $427,800
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.
Date created: 2/18/2025
Last Data Uploaded: 2/18/2025 1:09:42 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads
Land Lots
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
588 ft base ood.
Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Lakes
Wetlands

Parcel ID 032- Class Residential Owner GILREATH WILLARD Land $95,500
02005001 Acreage 7.63 Address D Value:
Property 1468 1468 FLIPPEN RD Building $347,300 Last 2 Sales
Address FLIPPEN RD STOCKBRIDGE, GA Value: Date Price Reason Qual
District Henry County 30281 Misc $12,200 1/8/2014 $0 VF U
Value: 6/1/1984 $13,400 U U
Total $364,500
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.
Date created: 2/18/2025
Last Data Uploaded: 2/18/2025 1:09:42 AM

Developed by
VICINITY MAP
PREPARED BY:
REZONING PLAN LEGEND

Elite Engineering
Engineering | Surveying | Management
300 WI Parkway Dallas, GA 30132
Jonathan Jones, P.E.
(678) 215-2968

DATE:

REVISION

PROPOSED WATER MAIN
TIE WITH 8X8X8 TAPPING
EXISTING SLEEVE AND VALVE
SSMH
25' PERIMETER BUFFER

SWP
No.

50
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 SWP
49

HANOVER PARK LAND LOTS 11 & 12, 6th DISTRICT, HENRY COUNTY
48
137 139 141 143 145 94 92 90 88 86 84 82 80 78 76 74 72 1

ANNEXATION & REZONING PLAN FOR
47 91 85 79 75 73
5 138 140 142 144 146 95 93 89 87 83 81 77
46 147 96 OPEN SPACE 1.09 AC
136
148 97 TOT CLUB

45 135 OPEN SPACE LOT POOL
0.56 AC 149 98 COMMUNITY SPORTS FIELD HOUSE
134
150 99
133 PUTTING GREEN
44 151 100

25' PERIMETER BUFFER
15
132 130 128 126 124 102 104 106 108 110 112 114 116 118 120 122
PROPOSED WATER MAIN

43
TIE WITH 8X8X8 TAPPING
SLEEVE AND VALVE

131 129 127 125 123 101 103 105 107 109 111 113 115 117 119 121
42

41
4039 3736 35 3433 32
OPEN 38 3130 29 28 27 26 25 24 23 22 2120 19 1817 16 15 14 13 12 1110 9 8 7 6 5 4 3 2 PREPARED FOR:
SPACE
3.56 AC
LAND BUYERS OF
AMERICA GA, LLC
25' PERIMETER BUFFER
24 CONTACT
MICHAEL KANER
404-422-6806

RG I
EO A
G REG I STERED
NO. 27186
PROFESSIONAL

E ES
JO NG
I NEE
N A N
TH
AN F JO

PROJECT No. 24040
DRAWING SCALE: 1"= 60'
DESIGNED BY: JFJ
DRAWN BY: JFJ
CHECKED BY: JFJ
DATE: 4/30/25
SHEET

1 OF 1
VICINITY MAP
PREPARED BY:
REZONING PLAN LEGEND

Elite Engineering
Engineering | Surveying | Management
300 WI Parkway Dallas, GA 30132
Jonathan Jones, P.E.
(678) 215-2968

DATE:

REVISION

EXISTING
SSMH
25' PERIMETER BUFFER

SWP
No.

50
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 SWP
49

HANOVER PARK LAND LOTS 11 & 12, 6th DISTRICT, HENRY COUNTY
48
137 139 141 143 145 94 92 90 88 86 84 82 80 78 76 74 72

ANNEXATION & REZONING PLAN FOR
47 1
5 138 140 142 144 146 95 93 91 89 87 85 83 81 79 77 75 73
46 147 96
136
148 97 TOT CLUB

45 135 LOT POOL
149 98 COMMUNITY SPORTS FIELD HOUSE
134
150 99
133 PUTTING GREEN
44 151 100

25' PERIMETER BUFFER
15
132 130 128 126 124 102 104 106 108 110 112 114 116 118 120 122
43
131 129 127 125 123 101 103 105 107 109 111 113 115 117 119 121
42

41
4039 3736 35 3433 32
38 3130 29 28 27 26 25 24 23 22 2120 19 1817 16 15 14 13 12 1110 9 8 7 6 5 4 3 2 PREPARED FOR:

LAND BUYERS OF
AMERICA GA, LLC
25' PERIMETER BUFFER
24 CONTACT
MICHAEL KANER
404-422-6806

RG I
EO A
G REG I STERED
NO. 27186
PROFESSIONAL

E ES
JO NG
I NEE
N A N
TH
AN F JO

PROJECT No. 24040
DRAWING SCALE: 1"= 60'
DESIGNED BY: JFJ
DRAWN BY: JFJ
CHECKED BY: JFJ
DATE: 4/30/25
SHEET

1 OF 1
Henry County, GA

Overview

Legend
Parcels
Roads
Land Lots
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
588 ft base ood.
Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Lakes
Wetlands

Parcel ID 032- Class Consv Owner REICHERT WILLIAM Land $182,500
02006000 Use Address K& Value:
Property 1448 FLIPPEN Acreage 14.21 BRENDA A Building $292,100 Last 2 Sales
Address RD 1448 FLIPPEN RD Value: Date Price Reason Qual
District Henry County STOCKBRIDGE, GA Misc $840 10/1/1983 $22,900 LM Q
30281 Value: n/a $ n/a n/a
Total $427,800
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.
Date created: 2/18/2025
Last Data Uploaded: 2/18/2025 1:09:42 AM

Developed by
Henry County, GA

Overview

Legend
Parcels
Roads
Land Lots
Flood Map
X - 500 Year Flood
0.2 - Areas of 0.2%
annual chance ood
A - 100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
base ood. Base
Flood Elevations
(BFE) have not been
determined.
AE -100 Year Flood
Area - Areas of 1%
annual chance ood
also known as the
588 ft base ood.
Determined by
detailed methods
with Base Flood
Elevations (BFE).
AO - Areas subject
to inundation by 1-
percent-annual-
chance shallow
ooding, average
depths 1-3 feet
Lakes
Wetlands

Parcel ID 032- Class Residential Owner GILREATH WILLARD Land $95,500
02005001 Acreage 7.63 Address D Value:
Property 1468 1468 FLIPPEN RD Building $347,300 Last 2 Sales
Address FLIPPEN RD STOCKBRIDGE, GA Value: Date Price Reason Qual
District Henry County 30281 Misc $12,200 1/8/2014 $0 VF U
Value: 6/1/1984 $13,400 U U
Total $364,500
Value:

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.
Date created: 2/18/2025
Last Data Uploaded: 2/18/2025 1:09:42 AM

Developed by
VICINITY MAP
PREPARED BY:
REZONING PLAN LEGEND

Elite Engineering
Engineering | Surveying | Management
300 WI Parkway Dallas, GA 30132
Jonathan Jones, P.E.
(678) 215-2968

DATE:

REVISION

PROPOSED WATER MAIN
TIE WITH 8X8X8 TAPPING
EXISTING SLEEVE AND VALVE
SSMH
25' PERIMETER BUFFER

SWP
No.

50
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 SWP
49

HANOVER PARK LAND LOTS 11 & 12, 6th DISTRICT, HENRY COUNTY
48
137 139 141 143 145 94 92 90 88 86 84 82 80 78 76 74 72 1

ANNEXATION & REZONING PLAN FOR
47 91 85 79 75 73
5 138 140 142 144 146 95 93 89 87 83 81 77
46 147 96 OPEN SPACE 1.09 AC
136
148 97 TOT CLUB

45 135 OPEN SPACE LOT POOL
0.56 AC 149 98 COMMUNITY SPORTS FIELD HOUSE
134
150 99
133 PUTTING GREEN
44 151 100

25' PERIMETER BUFFER
15
132 130 128 126 124 102 104 106 108 110 112 114 116 118 120 122
PROPOSED WATER MAIN

43
TIE WITH 8X8X8 TAPPING
SLEEVE AND VALVE

131 129 127 125 123 101 103 105 107 109 111 113 115 117 119 121
42

41
4039 3736 35 3433 32
OPEN 38 3130 29 28 27 26 25 24 23 22 2120 19 1817 16 15 14 13 12 1110 9 8 7 6 5 4 3 2 PREPARED FOR:
SPACE
3.56 AC
LAND BUYERS OF
AMERICA GA, LLC
25' PERIMETER BUFFER
24 CONTACT
MICHAEL KANER
404-422-6806

RG I
EO A
G REG I STERED
NO. 27186
PROFESSIONAL

E ES
JO NG
I NEE
N A N
TH
AN F JO

PROJECT No. 24040
DRAWING SCALE: 1"= 60'
DESIGNED BY: JFJ
DRAWN BY: JFJ
CHECKED BY: JFJ
DATE: 4/30/25
SHEET

1 OF 1
VICINITY MAP
PREPARED BY:
REZONING PLAN LEGEND

Elite Engineering
Engineering | Surveying | Management
300 WI Parkway Dallas, GA 30132
Jonathan Jones, P.E.
(678) 215-2968

DATE:

REVISION

EXISTING
SSMH
25' PERIMETER BUFFER

SWP
No.

50
51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 SWP
49

HANOVER PARK LAND LOTS 11 & 12, 6th DISTRICT, HENRY COUNTY
48
137 139 141 143 145 94 92 90 88 86 84 82 80 78 76 74 72

ANNEXATION & REZONING PLAN FOR
47 1
5 138 140 142 144 146 95 93 91 89 87 85 83 81 79 77 75 73
46 147 96
136
148 97 TOT CLUB

45 135 LOT POOL
149 98 COMMUNITY SPORTS FIELD HOUSE
134
150 99
133 PUTTING GREEN
44 151 100

25' PERIMETER BUFFER
15
132 130 128 126 124 102 104 106 108 110 112 114 116 118 120 122
43
131 129 127 125 123 101 103 105 107 109 111 113 115 117 119 121
42

41
4039 3736 35 3433 32
38 3130 29 28 27 26 25 24 23 22 2120 19 1817 16 15 14 13 12 1110 9 8 7 6 5 4 3 2 PREPARED FOR:

LAND BUYERS OF
AMERICA GA, LLC
25' PERIMETER BUFFER
24 CONTACT
MICHAEL KANER
404-422-6806

RG I
EO A
G REG I STERED
NO. 27186
PROFESSIONAL

E ES
JO NG
I NEE
N A N
TH
AN F JO

PROJECT No. 24040
DRAWING SCALE: 1"= 60'
DESIGNED BY: JFJ
DRAWN BY: JFJ
CHECKED BY: JFJ
DATE: 4/30/25
SHEET

1 OF 1
Engineering Division

January 24, 2025

Re: Water and Sewer Services - Availability
Proposed Development: Single Family Residential and Townhomes
Property Information: 1448/1468 Flippen Road (Parcel Nos. 032-02005001,
032-02006000)
LL 11; District 1; 21.77 +/- acres
Proposed Zoning: PUD
Sewer Basin: Walnut Creek
Watershed Basin: Big Cotton Indian

TO WHOM IT MAY CONCERN:

You have requested that this Authority provide you with information concerning the present
availability of water and sewer services to the above-described property. This letter is being
provided for informational purposes only and will not act to reserve water capacity to you or the
property and will not create any liability to the Authority. The information contained in this letter
will remain in effect for a period of 365 days from the date of this letter unless subsequently
notified in writing by the Authority. The information provided herein is based upon the above-
stated zoning of the property. Any deviation in zoning that would increase density or usage above
that evaluated by the Authority will automatically void the information provided herein and will
require a separate re-evaluation by this Authority.

Water service is available to the property described above. A fire flow test calculated in the area
revealed the following data:

Static: 118 psi
Residual: 110 psi
Flow 2500 gpm
Calculated Flow @ 20 psi: 9672 gpm

As shown, these results are above the minimum adopted standards of 20 psi residual pressure at
750 gpm for said residential development as established by the Henry County Board of
Commissioners.

Sewage treatment and sewer line capacity are available for the property.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
The Authority provides water and sewer services where capacity is available on a first-come, first
served basis. Each customer, developer, and property owner must also comply with the rules,
regulations, and ordinances of the Authority.

The Authority will reevaluate the availability of water and sewer services to the property at the
time that the development plans are submitted. If there are any additional requirements, or if water
or sewer capacity is not available, you will be notified in writing.

This letter was prepared with information submitted to HCWA on a Plat dated 12/03/2024
prepared by Elite Engineering.

Fritz Jacques
Engineering Supervisor
Henry County Water Authority
Henry County, GA

Overview

Legend
Parcels
Roads

294 ft

Parcel ID S02-05012000 Class Commercial Owner WAL-MART REAL Land $4,008,000
Property 5600 NORTH Acreage 20.04 Address EST BUSINESS Value:
Address HENRY BLVD TRU Building $9,910,100
Last 2 Sales
District City/Stockbridge ATTN: PROPERTY Value:
Date Price Reason Qual
SSD TAX DEPT Misc $465,300
10/31/1996 $8,845,700 U U
PO BOX 8050 MS Value:
11/3/1994 $1,034,125 U U
0555 Total $14,350,100
BENTONVILLE, AR Value:
727160555

Parcel lines depicted on the maps do not re ect a true and exact representation of property boundaries and should not be relied upon for said purpose. Property boundary lines are
depicted on recorded plats available at the Henry County Courthouse or can be determined by employing the services of a licensed surveyor.

Date created: 5/5/2025
Last Data Uploaded: 5/5/2025 2:07:16 AM

Developed by
Letter of Intent
Motley 7 Brew
111West 39th Street
Vancouver, WA 98660
Tel: (360) 694-7855
Email: RGagnon@AnchorPointMG.com

April 10, 2025

City of Stockbridge Community Development Agency
Special Use Permitting
4602 North Henry Blvd.
Stockbridge, GA 30281

Dear Director Ryan Anderson

Motley 7 Brew is submitting this letter of intent to apply for a special use to
establish a 7 Brew Coffee Store. The facility will be located at 5600 North Henry Blvd,
Stockbridge, GA 30281.

The store will provide coffee products to the local community. The products served will include:
several different hot and cold brew coffees as well as several different energy drinks and fizz
drinks.

The estimated capital expenditure associated with this project is approximately $1,783,226.00.

Mr. Ryan Gagnon, Permit Coordinator, is authorized to respond to questions
regarding the application. He can be reached at 360-694-7855 Ext. 205 or by email at
RGagnon@AnchorPointMG.com

Sincerely,

Ryan Gagnon
SITEWORK PLANS FOR: PLANS NOT RELEASED FOR CONSTRUCTION UNTIL

HAINES GIPSON & ASSOCIATES
APPROVED BY CITY OF STOCKBRIDGE & G.D.O.T.

7-BREW G R
SEAL

EEGOISRTEGRE I
AD
Civil ▪ Structural ▪ Bridge

No. 036618

5582 N. HENRY BLVD., STOCKBRIDGE, HENRY, GEORGIA, 30281
PROFESSIONAL
S ON
T I MO E R
THY NGINE E R GU
LUKE FE

PARCEL T.B.D. - LAND LOT 17 - DISTRICT 12TH - ZONED C2 W/ PMU OVERLAY

MOTELY 7 BREW, LLC
111 West 39th Street

Vancouver, Washington 98660
MOTLEY 7 BREW, LLC
OWNER / DEVELOPER 111 WEST 39TH STREET Contact: Mr. Matt Cook

VANCOUVER, WASHINGTON 98660 Email: mcook@anchorpointmg.com

A PROJECT OF:
SITE
CONTACT: MATT COOK
PHONE: 858-231-4374

Land Lot 17, 12th Distict, City of Stockbridge, Georgia, Zoned C2 w/ PMU Overlay
ENGINEERS HAINES GIPSON & ASSOCIATES

5582 North Henry Boulevard, A portion of Parcel No. S02-05012000,
Civil ▪ Structural ▪ Bridge
1550 North Brown Road, Suite 145
Lawrenceville, GA 30043
Phone: 770-491-7550 ▪ Fax: 770-491-7550 LOCATION MAP
CONTACT: LUKE FERGUSON, PE Not to Scale

lferguson@hainesgipson.com

24-HOUR EMERGENCY CONTACT
CONTACT: ANTHONY MINEI
PHONE: 954-249-8940
EMAIL: AMINEI@ANCHORPOINTMG.COM

DESCRIPTION
EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CERTIFICATION:
I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN
APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY
CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA," (MANUAL) PUBLISHED BY THE

DATE
GEORGIA SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING
ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM
GENERAL NOTES: WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED
TOTAL SITE AREA = ±0.57 ACRES TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES NO. GAR 100001. THE PLAN DESIGNER VISITED THE SITE IN
1. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE DEMOLITION OF AND EXISTING PARKING LOT TO MAKE WAY FOR THE

NO. BY
CONSTRUCTION OF A NEW DRIVE-THRU COFFEE SHOP WHICH WILL INCLUDE SUPPORTING UTILITIES INFRASTRUCTURE, PAVED MARCH OF 2025, PRIOR TO THE DESIGN OF THE EROSION CONTROL PLAN.
DISTURBED AREA: DRIVE-THRU AND PARKING AREA, AS WELL AS LANDSCAPING. STORMWATER MANAGEMENT FOR THE PROPOSED DEVELOPMENT IS
GDOT Right-of-Way Area = ±0.14 AC. LOCATED OFFSITE IN AN EXISTING DETENTION POND WHICH SERVES THE EXISTING OVERALL WALMART SHOPPING CENTER.
Onsite Area = ±0.56 AC. *I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS
Offsite Area = ±0.04 AC. DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.
2. SITE IS LOCATED AT 5582 N. HENRY BLVD., PIN's T.B.D., LAND LOT 17, 12TH DISTRICT, HENRY, GEORGIA, AND IS ZONED C2 W/ PMU
TOTAL DISTURBED AREA = ±0.74 AC.
OVERLAY.

EXISTING/PRE-DEVELOPED: 3. SITE AREA = ±0.57 ACRES
04/08/2025
IMPERVIOUS AREA = ±0.55 AC. DATE: T. LUKE FERGUSON, P.E. - GSWCC CERT. #072082
PERVIOUS AREA = ±0.02 AC. 4. TOTAL DISTURBED AREA = ±0.74 ACRES.

POST-DEVELOPED: 5. THE RECEIVING WATERS FOR THIS SITE IS BRUSH CREEK.

DESCRIPTION
IMPERVIOUS AREA = ±0.40 AC.
PERVIOUS AREA = ±0.17 AC. 6. THE PROPERTY IS NOT LOCATED WITHIN THE 2000' CHATTAHOOCHEE RIVER CORRIDOR AND IS THEREFORE NOT SUBJECT TO THE
SHEET INDEX
METROPOLITAN RIVER PROTECTION ACT (MRPA) REQUIREMENTS.
Sheet Title Sheet Title
7. THIS PROPERTY IS NOT LOCATED IN THE 100-YEAR FLOOD HAZARD PER THE FLOOD INSURANCE RATE MAP 13151C0067D, DATED
10/06/2016.
C-0.0 COVER SHEET C-9.0 UTIILTIES CONSTRUCTION DETAILS

EST. CONSTRUCTION SCHEDULE ALTA/NSPS LAND TITLE SURVEY C-9.1 UTIILTIES CONSTRUCTION DETAILS
DATE
8. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION IS PER THE "ALTA/NSPS LAND TITLE SURVEY", PREPARED BY PROFESSIONAL
LAND SURVEYORS, LLC, DATED 03/11/2025. C-0.1 GENERAL CONSTRUCTION NOTES C-10.0 GRADING & DRAINAGE CONSTRUCTION DETAILS
2025
JULY AUG. SEP. OCT.
9. NO WETLANDS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT SITE. C-0.2 SITE REFERENCE PLAN C-10.1 GRADING & DRAINAGE CONSTRUCTION DETAILS

NO. BY
CONSTRUCTION STAGING FOR INSTALLATION OF PERIMETER BMP's 10. ALL UTILITIES IN AREAS OF CONSTRUCTION TO BE FIELD LOCATED AND VERIFIED PRIOR TO BEGINNING CONSTRUCTION. C-1.0 DEMOLITION PLAN C-11.0 EROSION CONTROL CONSTRUCTION DETAILS
INSTALL TREE SAVE FENCING ALONG OVERALL LIMITS OF DISTURBANCE
INSTALL Sd2-Bg ON EX. DRAINAGE INLET & INSTALL COMPOST FILTER SOCK (Sd1)
11. NOTIFY COUNTY INSPECTOR 24-HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION. C-2.0 SITE PLAN C-11.1 EROSION CONTROL CONSTRUCTION DETAILS
COMMENCE WITH SITE DEMOLITION ACTIVITIES DRAWN BY CHECKED BY
12. NO CONSTRUCTION ACTIVITY IS PERMITTED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT ISSUED BY THE LOCAL AUTHORITY, C-3.0 UTILITY PLAN C-11.2 EROSION CONTROL CONSTRUCTION DETAILS
INSTALL CONSTRUCTION EXIT & INLET SEDIMENT TRAP ON EX. STORM SEWER INLET AS WELL AS ENCROACHMENT AND GUPS PERMITS ISSUED BY G.D.O.T. TLF TLF
Dial 811 MASS GRADING C-4.0 GRADING PLAN C-11.3 EROSION CONTROL CONSTRUCTION DETAILS
13. ALL CONSTRUCTION STAGING, LOADING, TEMPORARY PARKING, AND LAYDOWN AREAS SHALL BE COORDINATED WITH BOTH THE DATE
Or Call 800-282-7411 INSTALL STORM DRAINAGE & UTILITIES TENANT AND LANDLORD/OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITIES. C-4.1 DRAINAGE PLAN C-11.4 EROSION CONTROL CONSTRUCTION DETAILS
THE LOCATIONOF ALL UTILITIES(ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGSARE APPROXIMATE& WERE
OBTAINEDFROM OBSERVATIONSAT THE SITE AND/ORFROM THE UTILITYOWNERS.HAINES,GIPSON& ASSOC.,INC.; DOESNOT
04/08/2025
TEMPORARY VEGETATION & DUST CONTROL 14. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN. DISABILITIES ACT (A.D.A.). SEE C-5.0 PHASE-I EROSION CONTROL PLAN C-12.0 GA DOT ENCROACHMENT PLAN
GUARANTEETHATLOCATIONSSHOWNARE EXACT.IT SHALLBE THE RESPONSIBILITYOF THE OWNEROF THE PROPERTYOR HIS
AGENTAND/ORTHE CONTRACTORTO DETERMINEEXACTLOCATIONSOF EXISTINGUTILITIES(ABOVEOR BELOWGROUND)& TO INSTALL CURB AND GUTTER ARCHITECTURAL DWGS. FOR STRUCTURE COMPLIANCE. SHEET TITLE
NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. C-5.1 PHASE-II EROSION CONTROL PLAN L-101 LANDSCAPE PLAN
INSTALL GRAVEL SUBBASE FOR ROADS/PARKING
15. AREA(S) ENCOMPASSING NEW HANDICAP STALLS AND STRIPING SHALL NOT TO EXCEED 2% (1:50) SLOPE IN ANY DIRECTION.
FINAL GRADING AND PAVING C-5.2 PHASE-III EROSION CONTROL PLAN L-102 LANDSCAPE SPECIFICATIONS & DETAILS
CAUTION-NOTE TO CONTRACTOR 16. ALL CONSTRUCTION TO CONFORM TO CITY OF STOCKBRIDGE AND THE STATE OF GEORGIA STANDARDS AND SPECIFICATIONS
COVER SHEET
PERMANENT VEGETATION/LANDSCAPING SU1.2
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
WHETHER OR NOT REVIEW COMMENTS WERE MADE. C-6.0 STORM SEWER PIPE PROFILES SITE PHOTOMETRIC PLAN
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS INSTALL AND MAINTAIN ADDITIONAL
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. GA. LAW REQUIRES THE CONTRACTOR TO 17. ALL EXTERIOR LIGHTING SHALL BE GLARE SHIELDED AND NON-DIRECTIONAL TO PREVENT DIRECT ILLUMINATION OF ADJACENT C-7.0 SANITARY SEWER PIPE PROFILES SHEET NUMBER
CALL THE UTILITY PROTECTION CENTER AT LEAST 48 HOURS (BUT NO MORE THAN 10 WORKING EROSION CONTROL DEVICES AS NEEDED PROPERTIES.
C-8.0 SITEWORK CONSTRUCTION DETAILS
C-0.0
DAYS) BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. LOCATE SERVICES
AFTER SITE STABILIZATION, INSTALL W.Q. UNIT'S INTERIOR COMPONENTS
SHALL INCLUDE TRAFFIC SIGNAL AND FIBER OPTIC EQUIPMENT. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT AND REMOVE ALL EROSION CONTROL DEVICES 18. MAXIMUM CUT / FILL SLOPES = 2 HOR. TO 1 VERT.
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
C-8.1 SITEWORK CONSTRUCTION DETAILS

HGA JOB No. 2025-050
EXTERIOR FINISH LEGEND
Brick
Nichiha
Modernbrick
Midnight

Metal Wall Panel
Pac-Cloud 16" Panel
Cityscape

Brake Metal
Pacific Blue
Columns, Fascia,
and Roof

White Metal
Storefront and
Windows

Coping Cap,
Coping Cap Soffit
Matte Black
Matte Black

CopingElec.
Mech./ Cap
Zinc Gray
Equipment.

Brake Metal
Doors
Soffit
Honorable Blue
(SW6811)
EXTERIOR FINISH LEGEND
Brick
Nichiha
Modernbrick
Midnight

Metal Wall Panel
Pac-Cloud 16" Panel
Cityscape

Brake Metal
Pacific Blue
Columns, Fascia,
and Roof

White Metal
Storefront and
Windows

Coping Cap,
Coping Cap Soffit
Matte Black
Matte Black

CopingElec.
Mech./ Cap
Zinc Gray
Equipment.

Brake Metal
Doors
Soffit
Honorable Blue
(SW6811)
LOADING TABLE AND CODE INFORMATION ABBREVIATIONS COMPONENTS AND CLADDING WIND PRESSURE
2018 INTERNATIONAL BUILDING CODE WITH GEORGIA AMENDMENTS 1. A.B.= ANCHOR BOLT 1. BUILDING ELEMENTS SHALL BE DESIGNED FOR THE
2. ACI= AMERICAN CONCRETE INSTITUTE APPROPRIATE COMPONENTS AND CLADDING WIND
1. DEAD LOADS 3. AISC= AMERICAN INSTITUTE OF STEEL CONSTRUCTION PRESSURES GIVEN IN THE TABLES BELOW BASED
A. ROOF DEAD LOAD 20 PSF 4. AISI= AMERICAN IRON AND STEEL INSTITUTE ON THE ELEMENT'S ZONE AND EFFECTIVE WIND
5. ARCH= ARCHITECTURE/ARCHITECT AREA. PRESSURES PROVIDED ARE ULTIMATE AND
B. FLOOR / ATTIC DEAD LOAD 20 PSF 6. ASTM= AMERICAN SOCIETY FOR TESTING AND MATERIALS ARE UNFACTORED.
2. LIVE LOADS 7. A.W.= AFTER WELDING
8. AWS= AMERICAN WELDING SOCIETY 2. ZONE 2, 3 AND 5 PRESSURES SHALL BE APPLIED
A. ROOF LIVE LOAD (w/ TRIBUTARY REDUCTION) 20 PSF 9. BAR= REBAR WITHIN 11'-6" OF ALL WALL AND ROOF EDGES AND
10. B.O.= BOTTOM OF CORNERS PER ASCE 7-10 FIGURES 30.4-1 & 30.4-2A.
B. FLOOR / ATTIC LIVE LOAD 50 PSF
11. B.O.A.= BACK OF ANGLE
3. SNOW LOADS 12. B.O.F.= BOTTOM OF FOOTING 3. ELEMENTS WITH TRIBUTARY AREAS GREATER THAN
13. B.O.S.= BOTTOM OF STEEL 700 SQUARE FEET SHALL BE PERMITTED TO BE
A. GROUND SNOW LOAD (pg) MAX 60 PSF
14. BRG= BEARING DESIGNED USING THE PROVISIONS FOR MWFRS.
B. FLAT ROOF SNOW LOAD (pf) 42 PSF 15. BTM= BOTTOM
16. CANT= CANTILEVERED
C. EXPOSURE FACTOR (Ce) 1.0 17. C.I.P.= CAST-IN-PLACE ROOF C&C PRESSURES
D. IMPORTANCE FACTOR (Is) 1.0 18. C.J.P.= COMPLETE JOINT PENETRATION WELD GROSS UPLIFT
19. CL= CENTERLINE ZONE 1 27 PSF
E. THERMAL FACTOR (Ct) 1.0 OPEN WEB
20. CLR= CLEAR
JOISTS ZONE 2 32 PSF
F. DRIFT PER CODE 21. CMU= CONCRETE MASONRY UNIT
22. COL= COLUMN ZONE 3 32 PSF
4. WIND LOAD DESIGN CRITERIA 23. CONC= CONCRETE ZONE 1 29 PSF
METAL DECK
A. ULTIMATE DESIGN WIND SPEED (Vult) MAX 130 MPH 24. CONN= CONNECTION ZONE 2 49 PSF
25. CONT= CONTINUOUS ZONE 3 73 PSF
B. RISK CATEGORY II 26. D.B.= DECK BEARING NET UPLIFT
C. EXPOSURE CATEGORY C 27. D.B.A.= DEFORMED BAR ANCHOR ZONE 1 24 PSF
28. D.E.= DECK EDGE OPEN WEB
D. INTERNAL PRESSURE COEFFICIENT (GCpi) +/- 0.18 ZONE 2 29 PSF
29. DIA= DIAMETER JOISTS
30. DL= DEAD LOAD ZONE 3 29 PSF
5. SEISMIC LOAD DESIGN CRITERIA ZONE 1 27 PSF
31. DTL= DETAIL
METAL DECK
A. RISK CATEGORY II 32. DWG= DRAWING ZONE 2 47 PSF
33. E= EXISTING ZONE 3 71 PSF
B. IMPORTANCE FACTOR (Ie) 1.0
34. EA= EACH
C. SPECTRAL RESPONSE ACCELERATIONS AND COEFFICIENTS 35. E.F.= EACH FACE
36. EL= ELEVATION WALL C&C PRESSURES
SHORT PERIOD ACCELERATION (Ss) MAX 0.480
37. EPS= EXPANDED POLYSTYRENE EFFECTIVE WIND ZONE 4 NEG. ZONE 5 NEG.
LONG PERIOD ACCELERATION (S1) MAX 0.180 38. EQ= EQUAL AREA (FT²) PRESSURE PRESSURE
39. E.W.= EACH WAY 10 41 PSF 50 PSF
SHORT PERIOD RESPONSE (SDs) MAX 0.455 40. EXT= EXTERIOR
20 39 PSF 47 PSF
LONG PERIOR RESPONSE (SD1) MAX 0.260 41. f'c= CONCRETE COMPRESSIVE STRENGTH
42. F.F.= FINISHED FLOOR 50 37 PSF 42 PSF
D. SITE CLASS D 43. FND= FOUNDATION 100 34 PSF 39 PSF
E. SEISMIC DESIGN CATEGORY MAX D 44. F.O.W.= FACE OF WALL 500+ 31 PSF 31 PSF
45. F.S.= FAR SIDE
TABLE 12.2-1.A.18 46. FTG= FOOTING
F. SEISMIC FORCE RESISTING SYSTEM
(LFWS FSB)
47. F.V.= FIELD VERIFY
G. ANALYSIS PROCEDURE ELF 48. GA= GAGE / GAUGE STRUCTURAL STEEL NOTES
49. GALV= GALVANIZED RTM ENGINEERING CONSULTANTS, LLC
H. RESPONSE MODIFICATION FACTOR (R) 4
50. G.B.= GRADE BEAM 1. STRUCTURAL STEEL SHALL CONFORM TO THE 3045 S. KANSAS EXPRESSWAY
51. G.C.= GENERAL CONTRACTOR FOLLOWING ASTM SECTIONS: SPRINGFIELD, MO 65807
I. SYSTEM OVERSTRENGTH FACTOR (Ω) 2
52. (H)= HIGH • ANGLES, CHANNELS, PLATES AND BAR STOCK -A36 PHONE: 417.708.9315
J. DEFLECTION AMPLIFICATION FACTOR (Cd) 3.5 53. H&L= HIGH & LOW (SS)
54. H.A.S.= HEADED ANCHOR STUD • STEEL PIPE - A53 GR.B OR A500 GR.B, Fy=42ksi (SS) NJ COA: 24GA28257100
55. HORIZ= HORIZONTAL • ANCHOR BOLTS - ASTM F1554, GRADE 36
56. IBC= INTERNATIONAL BUILDING CODE
* THIS BUILDING CANNOT BE INSTALLED IN LOCATIONS WHERE THE 2. STEEL SHALL BE DETAILED, FABRICATED AND
57. I.D.= INSIDE DIAMETER
DESIGN CRITERIA EXCEEDS THOSE PROVIDED IN THESE PLANS ERECTED ACCORDING TO ALL APPLICABLE SECTIONS
58. INFO= INFORMATION
59. INT= INTERIOR OF THE LATEST EDITION OF THE AISC 360-2010
60. J.B.= JOIST BEARING MANUAL OF STEEL CONSTRUCTION, ASD.
61. J.B.E.= JOIST BEARING ELEVATION
62. KIP= 1000 POUNDS 3. PERFORM ALL WELDING WITH E70 XX ELECTRODE,
COLD-FORMED STEEL NOTES UNLESS NOTED OTHERWISE OR UNLESS REQUIRED
63. KSI= KIPS PER SQUARE INCH
FOR SPECIAL CONNECTIONS.
64. (L)= LOW
COLD FORMED STEEL NOTES:
65. L= LENGTH
4. WELDING OF STRUCTURAL MEMBERS SHALL BE 11.6.24
66. LB= POUND
1. COLD-FORMED STEEL FABRICATION AND PERFORMED BY CERTIFIED WELDERS AND WELDING
67. LGSF= LIGHT-GAGE STEEL FRAMING
INSTALLATION SHALL BE IN ACCORDANCE WITH AISI SHALL BE IN ACCORDANCE WITH "STRUCTURAL
68. LL= LIVE LOAD
S200-2012 “STANDARD FOR COLD-FORMED STEEL WELDING CODE" OF THE AMERICAN WELDING SOCIETY
69. LLH= LONG LEG HORIZONTAL
FRAMING - GENERAL PROVISIONS.” (AWS D1.1).
70. LLV= LONG LEG VERTICAL
71. LONG= LONGITUDINAL ENGINEER OF RECORD:
2. WELDING OF COLD-FORMED STEEL SHALL BE IN 5. ALL EXPOSED STEEL SHALL BE GALVANIZED OR
72. L.P.= LAYOUT POINT
ACCORDANCE WITH THE STANDARD CODE OF ARC COATED WITH A HIGH PERFORMANCE PAINT U.N.O., NAME: BEN JENNINGS, PE
73. LVL= LAMINATED VENEER LUMBER LICENSE NO. PE036242
AND GAS WELDING IN BUILDING CONSTRUCTION. EXCEPT MASONRY SUPPORT LINTELS SHALL BE GALVANIZED.
74. LW= LIGHTWEIGHT
3. AXIALLY LOADED STUDS SHALL BE POSITIONED
75. MAX= MAXIMUM ISOMETRIC VIEW FRONT SIDE (MODULAR BUILDING)
DIRECTLY UNDER TRUSS BEARING POINTS
WHENEVER POSSIBLE.
76. MECH= MECHANICAL
77. MEP= MECHANICAL, ELECTRICAL, PLUMBING POST-INSTALLED ANCHOR NOTES
1 PROJECT NUMBER: 24259 7BGS

78. MFR= MANUFACTURER
3. PERFORM ALL WELDING OF LIGHT GAUGE WITH AWS 1. CONTINUOUS INSPECTIONS ARE REQUIRED FOR POST REVISION:
79. MIL= THOUSANDS OF AN INCH
E-7014 ELECTRODE, UNLESS NOTED OTHERWISE OR INSTALLED ANCHOR BOLTS INCLUDING TYPE, SIZE,
80. MIN= MINIMUM
UNLESS REQUIRED FOR SPECIAL CONNECTIONS. LENGTH, DRILLING METHOD, HOLE CLEANING
81. MISC= MISCELLANEOUS
12. HEADERS AND BUILT-UP BEAMS SHALL BE FORMED PROCEDURES, AND ANCHOR INSTALLATION AND 2 11/06/2024 ADD002
82. MTL= METAL
FROM UNPUNCHED MEMBERS. SETTING PROCEDURES.
83. N.I.C.= NOT IN CONTRACT
84. N.S.= NEAR SIDE 2. ADHESIVE ANCHORS SHALL BE INSTALLED BY AN
4. STUDS SHALL NOT BE SPLICED. ADHESIVE ANCHOR INSTALLER WHO HAS BEEN
85. N.T.S.= NOT TO SCALE
86. N.W.= NORMAL WEIGHT CERTIFIED BY ACI AND TRAINED BY THE ISOMETRIC VIEWS FOR REFERENCE ONLY
5. PROVIDE BRIDGING AS NOTED ON ELEVATIONS. MANUFACTURER.
87. O.C.= ON CENTER
88. O.D.= OUTSIDE DIAMETER 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE
7. MINIMUM TRACK SIZE SHALL MATCH STUD SIZE U.N.O. WITH THE MANUFACTURER'S PRINTED INSTALLATION
89. OPP= OPPOSITE / OPPOSITE HAND
90. PAF= POWDER ACTUATED FASTENER INSTRUCTIONS.
8. MINIMUM YIELD STRENGTH FOR COLD-FORMED
91. P.C.F.= POUNDS PER CUBIC FOOT
MEMBERS SHALL BE 33 KSI (SS), AND CONFORM TO
92. PEMB= PRE-ENGINEERED METAL BUILDING
ASTM A653.
93. PLF= POUNDS PER LINEAR FOOT
94. PPT= PRESERVATIVE PRESSURE TREATED SYMBOL LEGEND
9. STEEL FRAMING SCREWS SHALL BE COLD-HEADING
95. PSF= POUNDS PER SQUARE FOOT
QUALITY STEEL THAT COMPLIES WITH ASTM A548,
96. PSI= POUNDS PER SQUARE INCH TAG OR SYMBOL DESCRIPTION
GRADE 1022.
97. PT= POST TENSIONED
98. REINF= REINFORCING
10. CUTTING OF STUDS SHALL BE DONE BY SAWING, CENTERLINE
99. REQ= REQUIRE
SHEARING, OR PLASMA CUTTING. OTHER METHODS
100. RTU= ROOF TOP UNIT
OF CUTTING ARE NOT PERMITTED WITHOUT
101. S.C.= SLIP CRITICAL
APPROVAL OF ENGINEER. KEYNOTE
102. SCH= SCHEDULE BUILDING MANUFACTURER
103. SDI= STEEL DECK INSTITUTE ? 529 N PRINCE LN,
104. SIM= SIMILAR SPRINGFIELD, MO 65802
ELEVATION MARKER
105. SJI= STEEL JOIST INSTITUTE
WOOD SHEATHING & DECKING NOTES ANCHORED 106. SL= SNOW LOAD XXXXXXXXXX
107. S.O.G.= SLAB ON GRADE
TO LIGHT GAUGE XXXXXXXXXX
108. SPECS= SPECIFICATIONS
1. ROOF DECKING SHALL BE 19/32" (5/8") STRUCTURAL I 109. STD= STANDARD WELD SYMBOL
EXPOSURE I APA RATED 40/20 TONGUE AND GROOVE 110. STL= STEEL
111. T= THICKNESS ? ?
PANELS. "H" CLIPS MAY BE USED AT THE
CONTRACTOR'S OPTION IN LIEU OF T&G. SCREW TO 112. T&B= TOP AND BOTTOM TYP
SUPPORTS WITH #8 PAN HEAD TEK SCREWS AT 6" 113. T.O.= TOP OF ? ?
O.C. AT PANEL EDGES AND 12" O.C. AT INTERIOR 114. T.O.F.= TOP OF FOOTING REVISION TAG
SUPPORTS. 115. T.O.P.= TOP OF PEDESTAL
2. FLOOR DECKING SHALL BE 1 1/8" ADVANTECH 116. T.O.S.= TOP OF STEEL 1
PANELS T&G. GLUE AND SCREW TO SUPPORTS WITH 117. T.O.W.= TOP OF WALL
#8 PAN HEAD TEK SCREWS AT 6" O.C. AT PANEL 118. TYP= TYPICAL
EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 119. UL= ULTIMATE LOAD
GLUE SHALL MEET APA SPEC AFG-01. 120. U.N.O.= UNLESS NOTED OTHERWISE
3. WOOD STRUCTURAL PANELS SHALL BE OSB OR 121. VERT= VERTICAL
PLYWOOD WITH (4) OR MORE PLIES AND SHALL 122. VLD= VERTICAL LEG DOWN
COMPLY WITH DOC PS 1 OR PS 2. 123. W= WIDTH
4. PANELS SHALL BE INSTALLED WITH THE STRENGTH 124. WL= WIND LOAD
AXIS (LONG DIRECTION) PERPENDICULAR TO 125. W.P.= WORK POINT
SUPPORTS. 126. WWF= WELDED WIRE FABRIC
127. (#)= QUANTITY

7 BREW COFFEE STATE MODULAR BUILDING UNITS
SHEAR VALUES PULLOUT VALUES GEORGIA
MASTERPLAN ITEM NUMBER Size Point Head Coating 20 GA 18 GA 16 GA 14 GA 12 GA 26 GA 24 GA 22 GA 20 GA2 18 GA3 16 GA4 14 GA5 12 GA6 USE
CSB12125T 12 T-17 Torx none 203 283 388 495 670 ROOF PANEL CLIPS
CSD12100CP 12 T-3 Phillips Dyna-Coat 769 1358 1774 2332 2478 143 172 259 341 551 838 941 1630 BOTTOM BOX FRAMING AND CANOPY FRAMING
DW.4 in WAFERHEAD T-2 10 10 T-2 Phillips Zinc 830 1206 148 244 283 368 547 853 1023 1436 METAL PANEL TO STUDS & ROOF SHEATHING TO CEILING JOIST
DW3/4"DF 8 T-2 Phillips Zinc 740 1060 168 177 283 298 491 800 978 LIGHT GAUGE SHEET METAL AND FLASHING
HT10-24Y 10 T-3 Phillips Dyna-Coat 728 1263 1592 1674 142 204 288 299 499 760 1041 1388 SHEATHING TO STUDS
HT12-24YDF 12 T-4 Phillips Dyna-Coat 2074 495 742 1059 1587 ADVANTECK TO FLOOR JOIST
IS12X4IN 12 T-3 5/16 Hex Dyna-Coat 769 1358 1774 2332 2478 143 172 259 341 551 838 941 1630 STAINLESS FLOOR DRAINS
IS12X4IN w/washer 12 T-3 5/16 Hex Dyna-Coat 769 1358 1774 2332 2478 143 172 259 341 551 838 941 1630 INSULATION TO STUD
SD12X1-1/2 T-3 W/W 12 T-3 3/8 Hex Dyna-Coat 769 1358 1774 2332 2478 143 172 259 341 551 838 941 1630 TRASH ENCLOSURE LINER PANELS AND ROOF PANELS ON CANOPY
SN12X1 12 T-3 5/16 Hex Dyna-Coat 769 1358 1774 2332 2478 143 172 259 341 551 838 941 1630 BOTTOM BOX FRAMING AND CANOPY FRAMING
SN12X4 12 T-3 5/16 Hex Dyna-Coat 769 1358 1774 2332 2478 143 172 259 341 551 838 941 1630 SWISS PEARL/NICHIHA ATTACHMENT

FASTENER SCHEDULE

ISOMETRIC VIEW BACK SIDE (MODULAR BUILDING) S0.0
11/6/2024 8:43:25 AM
GENERAL NOTES

DATE: 11/06/2024
SPACE RESERVED FOR THE GEORGIA STATE STAMP OF APPROVAL

C:\Users\cameron.eaton\Documents\S-7BRW_R24_GEORGIA STATE MODULAR_cameron.eaton75BZQ.rvt
HAINES GIPSON & ASSOCIATES
SITE DATA CHART 1. Developer: MOTLEY 7 BREW, LLC
111 WEST 39TH STREET
Required Parking Provided Parking Pervious Area Impervious Area VANCOUVER, WASHINGTON 98660
Area Area
CONTACT: MATT COOK
Building / Use (sq.ft.) Total Ratio Total Ratio Area (ac.) % Pervious Area (ac.) % Impervious (acres) PHONE: 858-231-4374
Restaurant 510 5 10 spaces / 1,000 sq.ft. 11 22 spaces/1,000 sq.ft. 0.17 30% 0.40 70% 0.57
2. Civil Engineer: HAINES, GIPSON & ASSOCIATES, INC.
SITE
1550 NORTH BROWN ROAD, SUITE 100
LAWRENCEVILLE, GEORGIA 30043 E

Civil ▪ Structural ▪ Bridge
PHONE: 770-491-7550

SEAL

AY
EEGOISRT EGR E I
T OF G R AD
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D No. 036618
R A PROFESSIONAL
S TH RDIC SON
T I MO
V D E
DA WI Y D HY
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L UK E F ER
B LE ICL
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(V STRIPING PAINT COLORS:

LOCATION MAP SUBSTITUTION TO COLORS MUST BE

C1
APPROVED BY 7 BREW
SITE CONTROL

MOTELY 7 BREW, LLC
MAG NAIL SET=
E PMS 000C
L1
TTE
R /F E S TAT N:1292600.8867
E:2268782.3916 C: 0% WHITE
& GU N EAL
B T R TRUST Z:847.49 M: 0%
111 West 39th Street
UR
24"C A R Y: 0%
L-M SS 199 0
WA BUSINE77 PG- 501200 K: 0%
1 -0
T~ DB-3L #S02 UTE
Vancouver, Washington 98660
P HAL CE C K RO MATCH FLUSH R: 255
~AS UP TRU
EME
NT PAR PICK W/ EX. CURB & G: 255
L2
S S EAS ION 35) GUTTER (TYP.) B: 255
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ACC EXCEP ER
T IC
Contact: Mr. Matt Cook
(TITL
& GUT V 4" SOLID BLUE LINES W/
URB HEX: FFFFFF
24"C BLUE GORE STRIPING
@ 24" O.C. (TYP.)
7-BREW STANDARD
END 24" CURBING & 24" CONC. CURB PMS 293
DIRECTION ARROW

Email: mcook@anchorpointmg.com
& GUTTER (TYP.) BLUE

A PROJECT OF:
(SOLID WHITE; TYP.) BEGIN 6" HEADER CURB C: 100%
N30°23'12"E N79°53'49"E 145.00' 5/8"CRB SET M: 63%
MATCH FLUSH W/
8.10' 5/8"CRB SET R5' Y: 0%
NO EX. ASPHALT (TYP.)
K: 35%
ON T U . 6" CONC. HEADER

LANE 1 LANE 2
R END 24" CURBING &
RE N .B CURB (GDOT
D .O 6"W 12' BEGIN 6" HEADER CURB R: 0
°06'4
P TYPE-2; TYP.)
X- ' G: 61
SI WA 3 7
GN LK 19. R46' DECORATIVE ROCK CONC. COLLAR FOR
B: 165
(SEE L'SCAPE PLAN) DRAINAGE INLET 2' 7°
AL N26 '
(SEE SHEET C-4.0) S4
12 '0 HEX: 003DA5
H 58
DI OSP 12' 2" E
EMENT
RE IT SET
2' TEMPORARY DRIVEWAY EAS 4.1'

Land Lot 17, 12th Distict, City of Stockbridge, Georgia, Zoned C2 w/ PMU Overlay
PMS 202
TE
CT AL (TIT LE EXC EPTION #38) R15'
IO 10 F 12 ' R20'
C: 29.54% RED
NAIL
NS
TA
HANDICAP SIGN '
28 M: 95.11%
10'
T. LA PA

5582 North Henry Boulevard, A portion of Parcel No. S02-05012000,
W/ VAN PLAQUE
ES T
5. MATCH FLUSH W/
Y: 74.72%
MAG NDS
5' Exterior Cooler
00
EX. ASPHALT (TYP.)
FFE: 848.0 L US K: 29.59%
/F EA R 99 20
CAPE TRANSFORMER PAD 24" CONC. CURB
5' 5' & GUTTER (TYP.) N R S T -1 01 R: 138
N02° T S PG 5 G: 36
51'46 STRI
OR
26'
AR E 7 2-0 B: 50
45.61 "E
HANDICAP RAMP
PF
-M SIN 17 S0
P 10' 7-BREW 20'
STO -X T (GDOT TYPE-B)
' 510 S.F.
AL U -3 #
HEX: 8A2432
PED R15' FFE: 848.0 3
N W B B EL
EME
VAN MATCH FLUSH W/D
EAS RC
R5' R5' R12'
9' 8' EX. ASPHALT (TYP.) PAINT TYPE:
11

ILITY N #38
12.5'
MAG STOP
89
~AS
D UT EPTIO
6" CONC. HEADER ' SHERWIN- WILLIAMS PRO PARK, SETFAST,
PIPE BOLLARD (TYP.)
CURB (GDOT

DO NOT ENTER
NAIL
24" SOLID WHITE HOTLINE OR AN APPROVED EQUAL.
LT~ L AN
XC
TYPE-2; TYP.) STOP BAR

WAL ITLE E
PHA
FLUSH CURB (SEE
35'
SET 38.5' 30.4'
CURB LINE ELEV'S END 24" CURBING &
STOP
12' ON SHEET C-4.0)

AR AY)
BEGIN 6" HEADER CURB
10 F
24' PAVEMENT MARKINGS:
9"W
MAG NAIL
24"C °11'3

LEVOF W
24" CONC. CURB SET
12" SOLID RED
N26 .13'
S10°01'32"E
T. LA
R41' & GUTTER (TYP.) 12. · "STOP" TEXT, PAINTED AS SHOWN ON PLAN TO BE 48" TALL.
URB
PASS STOP BAR (TYP.) 9' 35.00'
60
12' R5'

OU
THRU 24" CONC. CURB
DSC
~C 9'
UTT
R12' · ALL LANE DELINEATION LINES SHALL BE 4" THICK AND PAINTED

Y BRIGHTTED
O N R5' 12' & GUTTER (TYP.)
4" WHITE (TYP.)
APE
C R 8 IN COLOR NOTED ON PLAN.
E MINI-SKIP MATCH FLUSH
TE 4" SOLID

NR
W/ EX. CURB &
STR
LINE 20'
STO ER
~ WHITE LINE · ALL PARKING STALL MARKINGS SHALL BE 4" THICK AND
6" CONC. HEADER GUTTER (TYP.)
STO

HE IDTH DICA
8C
IP CURB (GDOT
YD
UM
P 6'X6' PSTER
PAINTED IN WHITE.
KEE E TYPE-2; TYP.)
RID

RTH W DE
· 7-BREW DIRECTION ARROW MARKINGS SHALL BE SOLID WHITE.
CKB CLEAN MAG NAIL SET 2' WIDE CONC.
S79°58'28"W 210.18' FLUME SEE ARROW DETAIL ON SHEET C-8.0.

NOIABLE ICLY
5/8'CRB SET
7-BREW STANDARD 6" CONC. HEADER DUMPSTER ENCLOSURE SHALL · ADA ACCESSIBLE PARKING SYMBOL AND STRIPED ACCESS ISLE
CONC. COLLAR FOR
DIRECTION ARROW CURB (GDOT DRAINAGE INLET MATCH FINISH OF BUILDING SHALL BE PAINTED BLUE.

BL
(SOLID WHITE; TYP.) (SEE SHEET C-4.0) (SEE ARCH. & STRUCT. PLANS
TYPE-2; TYP.)
FOR DETAILS)

(VA PU
TERMINATE END 24" CURBING & · "LANE #" TEXT SHALL BE 48" TALL AND PAINTED IN WHITE.
EX. SIDEWALK BEGIN 6" HEADER CURB

DESCRIPTION
· "PASS THRU" TEXT SHALL BE 24" TALL AND PAINTED IN WHITE.

CONCRETE STAIRS TRANSFORMER · "DO NOT ENTER" TEXT SHALL BE 24" TALL AND PAINTED IN RED.
1/2"RB
FND
24"CURB & GUTTER LEGEND
DATE
POP
~ASPHALT~ EXISTING EDGE OF PAVEMENT
SINGLE STORY X
N/F STUCCO PLAZA 6' WOODEN EXISTING CURB & GUTTER
EYE SHREEPUSTI CORPORATION FENCE
EXISTING BUILDING

NO. BY
DB-19195 PG-1318 PROPOSED CONCRETE CURB & GUTTER
STOP PARCEL #S03-01002000
PROPOSED BUILDING

PROPOSED RETAINING WALL

PROPERTY LINES

PROPOSED COMPACTOR BUILDING 20-C.Y.
COMP.

PROPOSED PAINTED CROSSWALK

DESCRIPTION
GENERAL SITE NOTES:
PROPOSED DECORATIVE CROSSWALK
11. ALL PAVEMENT MARKINGS, STRIPING, AND SIGNAGE SHALL CONFORM
1. OWNER/DEVELOPER: MOTLEY 7 BREW, LLC
111 WEST 39TH STREET TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL PROPOSED SIGNAGE
STOCKBRIDGE, WASHINGTON 98660 JURISDICTION, THE STATE D.O.T., AND THE MANUAL ON UNIFORM H-CAP
R1-1 R1-2 R3-6 SIGN
TRAFFIC CONTROL DEVICES. RIGHT LANE
PERMIT PARKING ONLY
TOW-AWAY ZONE

YIELD
PROPOSED SIGNAGE SYMBOLS MUST
2. SITE IS LOCATED AT THE 5582 N. HENRY BLVD., PARCEL #T.B.D., CITY TURN RIGHT MAXIMUM FINE $500.00

12. PROVIDE TRAFFIC CONTROL AS REQUIRED, IN ACCORDANCE WITH
DATE
OF Stockbridge, Henry, Georgia, AND CONSISTS OF ±0.57 ACRES.
THE U.S. DEPT. OF TRANSPORTATION "MANUAL OF UNIFORM TRAFFIC TYPE "A" TYPE "B" TYPE "C"

3. THE SITE IS ZONED C2 w/ PMU Overlay. CONTROL DEVICES" AND GOVERNING MUNICIPALITY REQUIREMENTS. PROPOSED HANDICAP RAMPS

13. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND

NO. BY
4. ALL DIMENSIONS AND RADII ARE TO/FROM THE FACE OF CURB, EDGE
BONDS AS DEEMED NECESSARY BY THE LOCAL AUTHORITY. PROPOSED CONCRETE SIDEWALKS
OF ASPHALT, AND/OR THE OUTSIDE FACE OF THE BUILDING WALL
UNLESS OTHERWISE STATED.ALL RADII DIMENSION ADJACENT TO
14. CONTRACTOR SHALL CONTACT ALL APPLICABLE LOCAL AUTHORITIES PROPOSED HEAVY DUTY CONCRETE
PARKING SPACES ARE 3' UNLESS OTHERWISE NOTED.
PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT-OF-WAY
DRAWN BY CHECKED BY
5. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST TO OBTAIN THE APPROPRIATE PERMITS. STORMWATER MANAGEMENT NOTE:
REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (A.D.A.). SEE TLF TLF
15. THERE ARE NO WETLANDS PRESENT ON THE PROPOSED SITE. · STORMWATER MANAGEMENT FOR THIS PROJECT IS PROVIDED
ARCHITECTURAL DWGS. FOR STRUCTURE COMPLIANCE. TOTAL SITE AREA = ±0.57 ACRES
OFF-SITE IN AN EXISTING DETENTION POND WHICH SERVES THE DATE
16. THIS PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD HAZARD EXISTING WALMART SHOPPING CENTER.
6. ALL SIGNAGE TO BE PERMITTED UNDER SIGN REGULATIONS IN
EFFECT AT TIME OF SIGN PERMIT APPLICATION SUBMITTAL. AREA BASED ON THE FLOOD INSURANCE RATE MAP FOR THIS AREA. DISTURBED AREA: 04/08/2025
GDOT Right-of-Way Area = ±0.14 AC.

SITE PLAN
7. THE MAP NUMBER FOR THIS AREA IS 13151C0067D, AND THE DATE OF
SAID MAP IS 10/06/2016 THIS DETERMINATION WAS MADE BY Onsite Area = ±0.56 AC. SHEET TITLE
GRAPHICALLY LOCATING THE POSITION OF THE SUBJECT SITE ON Offsite Area = ±0.04 AC.
8. UNLESS OTHERWISE NOTED, ALL PAVEMENT IS TO BE STANDARD TOTAL DISTURBED AREA = ±0.74 AC. RIGHT-OF-WAY NOTES:
DUTY ASPHALT. SAID FIRM MAPS UNLESS OTHERWISE NOTED.
· ALL ROADWAY / WALKWAY UTILITY CROSSINGS ARE TO BE BORED GRAPHIC SCALE SITE PLAN
EXISTING/PRE-DEVELOPED:
9. TYPICAL PAVEMENT SECTION FOR THE NEW PAVEMENTS ARE IMPERVIOUS AREA = ±0.55 AC. AND CASED. ANY ROAD OPEN CUTS ARE TO BE SUBMITTED,
INCLUDED IN THE CONSTRUCTION DETAIL SHEETS. REVIEWED, AND PERMITTED TO DOT UTILITY DIVISION UNDER 20' 0 20' 40' 80'
PERVIOUS AREA = ±0.02 AC.
SEPARATE PERMIT. CONTACT DOT UTILITIES FOR PERMIT PROCESS. SEE "CONSTRUCTION NOTES" SHEET C-0.1 FOR ADDITIONAL SHEET NUMBER
10. ALL CONSTRUCTION TO CONFORM TO THE CITY OF STOCKBRIDGE POST-DEVELOPED:
STANDARDS AND SPECIFICATIONS WHETHER OR NOT REVIEW
COMMENTS WERE MADE.
IMPERVIOUS AREA = ±0.40 AC.
PERVIOUS AREA = ±0.17 AC.
· ANY DRIVE, ACCESS, SIDEWALK / SHOULDER CROSS-SLOPE, IN THE
R/W, IS TO MATCH THE STD. 1/4" PER L.F. (2.0% PER A.D.A.). GENERAL CONSTRUCTION & A.H.J. STANDARD NOTES. SCALE: 1" = 20'
C-2.0
HGA JOB No. 2025-050
TITLE EXCEPTIONS TITLE EXCEPTIONS (CONT.) TITLE EXCEPTIONS (CONT.) TITLE EXCEPTIONS (CONT.) TITLE EXCEPTIONS (CONT.)

LAND SURVEYORS, LLC
317 GRASSDALE ROAD

PROFESSIONAL
CARTERSVILLE, GA 30120

770-334-8186

WWW.PLS.US

INFO@PLS.US

GEORGIA C.O.A.: LSF001380

GRID NORTH (GA WEST)

PREPAREDFOR:
SURVEY NOTE 6
VICINITY MAP

SURVEY NOTES

WAL-MART REAL ESTATE BUSINESS TRUST AND

FIRST AMERICAN TITLE INSURANCE COMPANY

D T O ED
O H T
R RIG ICA
VI TH ED
D ID Y D
W L
LE LIC
B B
IA PU
LEGAL DESCRIPTION (VA

COUNTY: HENRY
TE
TA

DISTRICT: 12
F E S
N/ EAL UST
C1 R R 9
RT SS TG-19 200
A E 1
L-M SIN 7 P 50
ALTA/NSPSLANDTITLESURVEYOF:
L1
WA BU -317 02-0
DB L #S
RC
APORTIONOFPARCEL#S02-05012000
PA

L2 STOCKBRIDGE,GA30281
53'49
N 79° .00'
145
(CITYOFSTOCKBRIDGE)

STATE: GEORGIA LAND LOT: 71
L3 " E
8 89
7 6
4 11
L4
REVISIONS
DATE: DESCRIPTION
N/F TE
R EA L ESTA W
ART ST TE
WAL-M SINESS TRU 9
TA
N 02°51'46" E
BU -1 9
77 PG 00 P S
DB-31 02-050120 A E ST 0 0
EL # S S F L U 9 0
PARC .566 ACRE EET / A R 9 2 LEGEND
0 F N RE S T G-1 01
8 SQ UARE AREA T S P 5
24,6 3 E
LEAS R E 7 -0
45.61'
R OP OSED A IN 7 02
SURVEYOR'S CERTIFICATION P -M S 1 S
L U -3 #

1'32"
A B B L
D E

S 10°0 .00'
RD Y) 35
VA WA E
UTILITY CONTACTS LE OF
OU HT D "W
Y B IG ATE '39
NR H R IC 11 '
6° .13
8'28"
HE IDT DED S 79°5 .18'
N 2 60
H 210
RT E W LY
NOIABLBLIC

AR PU

N/F TION
C O R PORA
EPUST -1318
SHRE B-19195 PG 002000
D 3-01
RC E L #S0 LINE TABLE
PA

DATE: FEBRUARY 12, 2025
CURVE TABLE
JOB #: 255144
SCALE: 1"=20'
DRAWN BY: D. HALL
Engineering Division

Thank you for your interest in Henry County, Georgia. This packet includes the necessary documents required
for processing water/sewer availability letters.

Availability letters are required for rezoning(s), conditional use/exception, variance, and modifications to Zoning
Conditions of properties that are heard by the Henry County Planning and Zoning Board and/or the Henry County
Board of Commissioners (or respective cities that are within HCWA service area).

HCWA will verify that water and sewer service is, or will be, available to serve a particular development. The
requested information in this package is used for determining the existing water/sewerage system capacity,
planning for future water and sewerage system needs, and protection of Henry County water sources.

The HCWA charges an application fee for the preparation of a Water/Sewer Availability Letter. A deposit and
additional costs may be required for proposed larger developments, industrial projects, or unusual cases that
require a feasibility/basin study.

Payment of the fee(s) is due at the time of the submittal of the application for a Water/Sewer Availability Letter.
This fee is non-refundable even if it is determined that water and/or sewer service is not available.

Water/Sewer Availability Letters are valid for twelve (12) months.

Should you need further assistance, please feel free to contact our office between
8:00AM to 5:00PM, Monday through Friday at (770) 914-3688.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
Engineering Division

Availability Letter Checklist/Summary
Please complete this form when requesting water/sewer availability letters. Attach the checklist to the
application and sign. (This does not apply to existing service verification letters or letters for conditional
use/exception and some variances).

ALL DOCUMENTS ARE REQUIRED IN ORDER TO CONSIDER AVAILABILITY;
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED

REQUIRED ITEMS COPIES PROCEDURE (INITIAL)

Application Form 01 1. Signed by owner and notarized. OR
(Originals only. No photocopies 2. Signed by owner’s agent and notarized.
accepted.)
Letter of Intent 01 The letter must clearly state the proposed use,
development intent, and estimated time period for
construction.
Preliminary Site 01 Preliminary Site Plan drawn to scale that clearly presents the
Plan/Layout following minimum details:
(24 x 36 max.)
 Location of Proposed Development (identify all
adjacent roads used to access development)
 Overall size of proposed development
 Land Lot(s) and District(s) of the proposed
development
 Current and proposed zoning classification
 Proposed improvement for the development, for
subdivision, show proposed lot layout, identifying
total # of lots
 Topography – clearly label contour information
 Existing water and sewer line sizes and locations. If
an extension of the water/sewer system is required,
site plan must be accompanied with a preliminary
routing of the off-site extension. ( Preliminary profiles
of the proposed sewer routing may be required.)
 Estimated sanitary sewer flow along with the method
of calculation.
 Buildings, road frontage, north arrow,
 The plan/layout must be dated and correspond with
the submittal to the County or respective City.
 All plans/layouts must include a statement of
whether or not the property is within a protected
watershed district.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
Engineering Division

Additional site 01 If property is within a protected watershed, include
plan/layout proposed minimum lot sizes, estimate of impervious
requirements surface, required stream buffers, and statement of
whether or not the property is within the Water Quality
Critical Area.
Payment $300.00 Cash or check made payable to Henry County Water Authority
for $300.00 for Availability Letters. A deposit and additional
costs will be required for developments requiring
feasibility/basin studies.
Letter from the 01 This letter is required only if the development is within a
Health Department (Only if protected watershed district and the proposed minimum lot
property is not on sewer size is less than the requirements set forth in the W atershed
and located within a Protection Ordinance. Letter must indicate that septic
protected watershed systems will be adequate for proposed lots and
district) house/building sizes.

The Engineering Manager may require additional information different from the above depending upon the type
of development and/or system requirements. The terms and conditions of an availability letter are subject to all
rules and regulations of Henry County Water Authority. This application is valid only for the real property
referenced on this application. This application is not transferable or assignable to any party. Henry County
Water Authority reserves the right to discontinue processing applications at any time without prior notice for any
reason, including limited, diminished, or lack of supply and/or demand considerations.

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
Engineering Division

Application for Water/Sewer Availability Letter
Date: ______________

Name of Applicant ____________________________ Phone: ___________________ Mobile: ____________________
Address of Applicant: __________________________________________Fax: ________________________________
City: ___________________________ State: _________ Zip: __________ E-mail: ______________________________
Name of Agent _______________________________ Phone: ___________________ Mobile: ____________________
Address of Agent: ____________________________________________Fax: _________________________________
City: ___________________________ State: _________ Zip: __________ E-mail: _____________________________

THE APPLICANT NAMED ABOVE AFFIRMS THAT THEY ARE THE OWNER OR AGENT FOR THE OWNER OF THE PROPERTY DESCRIBED
BELOW AND REQUESTS: (PLEASE CHECK THE PURPOSE OF LETTER REQUEST AND FILL IN ALL APPLICABLE INFORMATION LEGIBLY AND
COMPLETELY).

VERIFICATION OF SERVICE: Conditional Use/Exception Variance In-law Suite/Addition Bank Loan

AVAILABILITY: General Availability Rezoning
Availability letters will require a minimum of three weeks from the date of payment and application submittal.

Request from _____________________________________ to _____________________________________________
(Present Zoning)) (Requested Zoning)

For the Purpose of ________________________________________________________________________________
(Type of Development)

Address of Property: _____________________________ Nearest Intersection to Property _______________________
(Street Address, if Applicable, Nearest Intersection, Etc)

Size of Tract: ___________ acre(s), Land Lot Number(s): ____________________, District(s): ____________________

Development Estimated Average Daily Sewer Flow (GPD): ________________________________________________

Property Tax Parcel Number: _______-_______-________-_______Proposed number of lots: _______________________

Information beyond this point is not required for service verifications.

(Below: For properties within protected watershed districts only)

Gross Density: ____________units per acre Net Density: ____________units per acre

Estimated amount of impervious surface: _______________ Minimum Lot Size: ________________

Witness Signature of Owner(s)/Agent(s)

Printed Name of Witness Printed Name of Owner/s

Notary Signature of Agent

100 Westridge Industrial Boulevard • McDonough, GA 30253 • 678-583-3800 • www.hcwa.com
