---
date: 2022-09-27
title: Work Session Meeting Agenda Packet
source: 2022-09/2022-09-27_Work Session Meeting_Agenda Packet.pdf
pages: 1
---

STOCKBRIDGE Work Session Meeting
CITY COUNCIL Agenda
Mayor September 27, 2022 6:00 PM
Anthony Ford
Mayor Pro Tem Alphonso Thomas

Councilman Elton Alexander

Councilwoman Yolanda Barber

Councilman John Blount

Councilwoman LaKeisha Gantt

CITY MANAGER
Frederick Gardiner

CITY CLERK
Vanessa Holiday
Stockbridge City Hall

CITY TREASURER 4640 N. Henry Blvd.
John Wiggins
Stockbridge, GA 30281

Website: www.cityofstockbridge.com
CITY ATTORNEY
Quinton G. Washington Phone: 770-389-7900
Jeremy Berry Fax: 770-389-7912
AGENDA
WORK SESSION MEETING
CITY OF STOCKBRIDGE
TUESDAY, SEPTEMBER 27, 2022 6:00 PM

CALL TO ORDER

INVOCATION

PLEDGE OF ALLEGIANCE

ROLL CALL

ADOPTION OF THE AGENDA

REVIEW OF THE MINUTES
1 Draft Minutes Council Meeting August 8, 2022
2 Draft Special Called Meeting Minutes August 15, 2022
3 Draft Work Session Meeting Minutes August 30, 2022

PUBLIC COMMENTS - All persons wishing to speak for public comment must
sign in with the City Clerk prior to the beginning of the meeting noting your
name, address, and phone number. You will be allotted three (3) minutes.
Speakers must respect all members of the elected body, officials, and staff.
Defamation, unruliness and/or swearing will not be tolerated

PRESENTATION
4 Parks Master Plan update presented by TSW - Presented by: Decius Aaron
5 Presentation on Citizen Police Advisory Council - Presented by: Frank
Trammer

NEW BUSINESS
6 Council Consideration to Amend the Stockbridge Code of Ordinances, Chapter
11.26, Section 11.26.040- Noise Nuisances- Specific prohibitions.

- Presented by: Frank Trammer
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7 Council Consideration to award the Request For Proposal (RFP) No. 2022-
0012 of an Atlanta Regional Commission Grant to Keck+Wood Collaboration &
Design firm to develop a feasibility study and concept plan for Downtown
Stockbridge Pedestrian & Bicycle Connectivity facilities. - Presented by: Ryan
Anderson
8 Council consideration to approve change order from Summit Construction for
Amphitheater parking lot improvements on North Lee Street in the amount of
$801,554.00. Funding source is from SPLOST. - Presented by: Decius Aaron
9 Council Consideration to approve a request for funding source to renovate the
Public Works Maintenance Shop and build a city storage facility in the amount
of $3,500,000.00. - Presented by: Decius Aaron
10 Council consideration to approve Georgia Power Utility Relocation Agreement
for the East Atlanta Road and Lee Street Road Widening Project in the amount
of $205,608.00. - Presented by: Decius Aaron
11 Council consideration to approve the make ready agreement with Georgia
Power for electric charging station at the Amphitheater. Also, to approve the
Georgia Powers vendor Stanton Electric, Inc. to purchase and install the
charging stations in the amount of $62,915.00. - Presented by: Brecca Carter,
Decius Aaron
12 Council consideration adding three positions to create an in-house information
technology department. One position is recommended in the 2022 budget and
the other positions are to be considered in the 2023 budget year. - Presented
by: Frederick Gardiner

MAYOR'S COMMENTS (Mayor Anthony Ford)

ANNOUNCEMENTS OF UPCOMING MEETINGS & EVENTS
UPCOMING MEETINGS & ANNOUNCEMENTS: Council meetings will be held
in the City Council Chamber. Meeting dates, locations and times are subject
to change. Please visit the city’s website www.cityofstockbridge.com for the
meeting invitation link, Facebook page or contact City Hall offices at 770-389-
7900 for updates.

 City Council Meeting, Second Monday of each month – City Hall
Council Chamber (Oct 10)
 Youth Council Meeting, 5:30 p.m. - 2nd Monday of each month City Hall
Levi Meeting Room - City Hall (Oct 10)
 Main Street Advisory Board Meeting, 2nd Friday of each month 9:00 a.m.
City Hall Levi Meeting Room (Oct 14)
 Downtown Development Authority Meeting, 6:00 p.m. Via Zoom - 3rd
Tuesday of each month Via Zoom (Oct 18)
 Youth Council Advisory Committee Meeting, 6:30 p.m. - 3rd Tuesday of
each month Levi Meeting Room - City Hall (Oct 18)
 City Council Work Session Meeting, Tuesday at 6:00 p.m. – City Hall
Council Chamber (Oct 25)
September 27, 2022 6:00 PM4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 4

 Planning Commission Meeting, 4th Thursday at 6:30 p.m. City Hall
Council Chamber – (Oct 27)

UPCOMING CITY EVENTS/INITIATIVES

 A Continuous Salute to Veterans: Please forward pictures of Veterans
including name, branch, rank, and years of service as Mayor Pro Tem
Thomas presents a special tribute to our local veterans. Pictures
should be submitted to: Rosalynd Rawls at rrawls@cityofstockbridge-
ga.gov Thank you for your service!
 Please join Councilwoman Barber for FREE Zumba on every Saturday
morning at Clark Community Park at 8:00 a.m. Come out for fitness in
the park!
 Please join Councilwoman Barber as she kicks healthcare inequities to
the curb with her First Annual Charity Kickball Tournament benefiting
the Hands of Hope Clinic on Saturday, October 1, 2022 at 9 am at
Cochran Park. FREE EVENT
 Main Street will host the movie on the City Hall Lawn featuring
(Spiderman), Saturday, October 7th. The fun starts at 7:00 p.m. Bring
your lawn chairs and blankets! FREE EVENT
 The City of Stockbridge will host an in-person Annexation Town Hall
Meeting on Thursday, September 29th at 6:30 p.m. at the Monarch
Village Clubhouse 240 Monarch Village Way, Stockbridge; an in-person
Annexation Town Hall Meeting Thursday, October 6th at 6:30 p.m. at
City Hall, 4640 N Henry Blvd.; and there will be an in-person Town Hall
on Thursday, October 20th at 6:30 p.m. at the Merle Manders
Conference Center 111 Davis Rd. Come out to learn the facts about the
Annexation Referendum, neighborhoods in the proposed area, benefits
of the Stockbridge Annexation and proposed council districts.
 Please join Councilman Alexander for a Town Hall at the Stockbridge
Amphitheater, Thursday, October 27th at 7:00 p.m. to discuss Economic
Development, Business Opportunities and Public Safety. FREE EVENT
 Please join Councilwoman Gantt for her Annual Fall Festival taking
place Saturday, October 29th from 10:00 a.m. to 4:00 p.m. at Clark Park.
FREE EVENT

UPCOMING CONCERTS

 HispaniFest, Saturday October 1st
 Charlie Wilson, Friday, October 14th
 Keith Sweat, Saturday, October 29th
 Rick Springfield and Tommy Tutone, Sunday, October 30th

EXECUTIVE SESSION (Exemptions to the Georgia Open Meetings Acts)

September 27, 2022 6:00 PM4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
Page | 5

ADJOURNMENT

September 27, 2022 6:00 PM4640 N. Henry Stockbridge, GA 30281 Phone: (770) 389-7900
SPECIAL CALLED MEETING
SUMMARY MINUTES
MONDAY, AUGUST 15, 2022 2:00 P.M.
Mayor & City Council Administration
Mayor Anthony S. Ford Frederick Gardiner, City Manager
Mayor Pro Tem Alphonso Thomas Vanessa Holiday, City Clerk
Councilman Elton Alexander John Wiggins, City Treasurer
Councilwoman Yolanda Barber Quinton Washington, City Attorney
Councilman John Blount Jeremy T. Berry, City Attorney
Councilwoman LaKeisha Gantt
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.
The meeting was called to order by Mayor Ford.

Invocation by Mayor Ford.

Pledge of Allegiance was recited all in unison.

City Clerk, Vanessa Holiday was asked to proceed with a verbal roll call. All members
were present.

Mayor Pro Tem Thomas motioned to adopt the Agenda; seconded by Councilman
Alexander. The motion passed 5-0.

Councilman Alexander motioned to convene Executive Session for Personnel; seconded
by Mayor Pro Tem Thomas. The motion passed 5-0

Mayor Pro Tem Thomas motioned to adjourn Executive Session with no action; seconded
by Councilman Thomas. The motion passed 4-0 (Councilman Blount was not present).

Mayor Pro Tem Thomas motioned to reconvene the meeting; seconded by Councilman
Alexander. The motion passed 4-0 (Councilman Blount was not present).

Mayor Pro Tem Thomas motioned to adjourn; seconded by Councilwoman Gantt. The
motion passed 4-0. (Councilman Blount was not present).

Respectfully submitted by:

Vanessa Holiday, City Clerk MMC Anthony S. Ford, Mayor
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WORK SESSION MEETING
SUMMARY MINUTES
MONDAY, AUGUST 30, 2022 6:00 P.M.
Mayor & City Council Administration
Mayor Anthony S. Ford Frederick Gardiner, City Manager
Mayor Pro Tem Alphonso Thomas Vanessa Holiday, City Clerk
Councilman Elton Alexander John Wiggins, City Treasurer
Councilwoman Yolanda Barber Quinton Washington, City Attorney
Councilman John Blount Jeremy T. Berry, City Attorney
Councilwoman LaKeisha Gantt
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.

The meeting was called to order by Mayor Ford.

Invocation by Ms. Armenta Jones.

Pledge of Allegiance was recited by all in attendance.

City Clerk, Vanessa Holiday was asked to proceed with a verbal roll call. All members
were in attendance

Councilwoman Gantt motioned to adopt the Agenda; seconded by Councilman
Alexander. The motion passed 5-0.

REVIEW OF THE MINUTES No Action
1 Council Meeting Minutes July 11, 2022
2 Work Session Minutes July 26, 2022

PUBLIC COMMENTS - All persons wishing to speak for public comment must sign in
with the City Clerk prior to the beginning of the meeting noting your name, address, and
phone number. You will be allotted three (3) minutes. Speakers must respect all
members of the elected body, officials, and staff. Defamation, unruliness and/or swearing
will not be tolerated. None

PRESENTATION
3. FY2022 AUDIT REPORT – Presented by John Wiggins, City Treasurer and Hope
Pendergrass of Mauldin & Jenkins
Ms. Pendergrass noted the City of Stockbridge received an unmodified/clean opinion
and an is the best that you can get; noted the auditors have ascertained the financial
statements were correct and commended the city on its efforts; noted one of the new
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items added in 2021 was the outstanding bonds issued to the PFA (Public Facilities
Authority); noted the city remains in a strong cash position; noted the city has had a
history of 200% in reserves or more than one year of operations in reserves, and is now
at 100% or the equivalent of one full year and not many communities have such a strong
position; noted the city’s Fund Balance has been decreasing due to the City’s decision to
move forward with a number of projects and initiatives that were previously placed on
hold due to the uncertainty of the de-Annexation Referendum, and that was to be
expected; noted the Merle Manders Conference Center and Ted Strickland Community
Center was moved this year into the General Fund and will show up as a department to
better reflect those operations because the General Fund was subsidizing those
operations; noted most of the city’s revenue comes from franchise taxes and the biggest
expenditure coming from transfers out to complete capital projects; noted the General
Fund is the heartbeat of any city, with other funds being earmarked for specific purposes;
and noted the City continues to have a positive cash flow from operations; noted there
were findings that are required to be reported regarding an improvement of policies and
processes that have been put in place and will continue going forward.

Councilman Alexander commended the finance team and staff for their due diligence in
keeping the city financially sound; noted GMA recommends 25 – 30% Fund Balance;
noted it is not the city’s job to keep funds in the bank, but to provide services and make
improvements to the city; noted the city does not have a property tax and noted the city
collects franchises taxes in cyclical times and asked that Ms. Pendergrass expand upon
the General Fund accounts.

Ms. Pendergrass noted as of December 31, 2021, the General Fund had a $13.5 million
cash balance with franchise taxes that were received of about $1.9 million and makes up
majority of liquid assets; total Fund Balance was around $16 million; with some of the
Fund Balance earmarked; noted the ARPA fund had about $5 million with only $1.3
million used as of December 31, 2021; and noted other funds such as PFA (Public
Facilities Authority) bonding, SPLOST V (Special Purpose Local Option Sales Tax) and
City-Wide Capital Projects.

Ms. Pendergrass noted her firm has 12 offices across five states and audits 650
municipalities with 125 of those municipalities in the state of Georgia and less than a
handful of those municipalities have 99-100% Fund Balance, with the City of Stockbridge
being one of those municipalities, and should be commended, noting most municipalities
only have a 3-6 month reserve; and also noted approximately $2.22 million dollars of the
Fund Balance asses are tied up in property and being held for resale and $8 million that
has been obligated to various projects.

4. Parks Master Plan Update – Presented by Decius Aaron, Public Works Director, and
Bryan Bays & Beverly Bell of TSW.
Mr. Aaron noted the city has been meeting with TSW for the last six months regarding
the Parks Master Plan and introduces Ms. Bell, Mr. Bays, and Ms. Hubble from TSW.

Ms. Bell noted the plan takes into account the next ten years, and accounts from the
proposed annexation; referenced the city’s six city parks, Clark Community Park,
Gardner Park, Memorial Park, Municipal Park, Reeves Creek Trail and Trailhead and
Unity Monument Park and noted there are nearby County parks that are outside of the
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scope of the project, but important to take note and those parks are J. P. Moseley,
Cochran Park, Mickie D. Cochran Park and Pates Nature Preserve for a total 214 acres;
noted they compared the city’s parks to those with similar sized communities and found
that the national average per acre 9.8 acres per 1,000 resident and Stockbridge has 1.2
acres per resident and is well below the national average; and the majority of the sports
and recreation amenities are below the national average.

Ms. Bell noted there have been steering committee meetings, stakeholder interviews, a
public kick-off meeting, tasty Tuesday pop-up to hear from the public. Ms. Bell noted
Clark Park is the most popular park and citizens would like to see walking trails within the
park, public art, sprots courts, community gardens, aquatic center or splash pad, security
improvements and educational signage.

Ms. Bell noted proposed recommendations for Clark Park include the addition of
pickleball and tennis courts, a splash pad, educational signage, restoring the stream,
rebuilding the bridge, add lighting along trail, improve stormwater management, maintain
the playground, add public art, and improve pedestrian connections to Gardner Park,
resurface the parking lot and installing a community garden; noted proposed
recommendations for Gardner Park would be to expand the park to the south, improve
connectivity in park, improve pedestrian connections to Cochran Park, improve
stormwater management, restore the stream, fix/repair bridge, add new playground, add
signage, add benches along trail and resurface the parking lot; noted proposed
recommendations for Memorial Park would be to relocate the transfer station, add a new
park entrance, improve pedestrian connections to surrounding areas, add interpretive
signage along MLK Senior Heritage Trail, improve internal ADA circulation, improve
Reeves Creek Trail visibility, add shade features, public art, and install a community
garden; noted proposed recommendations for Reeves Creek include adding shade
around exercise equipment, add bathrooms, signage and information kiosk and public
art; noted proposed recommendations for Unity Monument Park would be to add digital
informational screens to be determined upon completion of the adjacent streetscape
project for Municipal Park.

Ms. Bell noted proposed recommendations for a new park plan could have multiple sites
and would include basketball courts, tennis court, pickleball court, skatepark, football
fields, baseball fields, soccer fields, softball fields, playgrounds, public art, adventure
zone, multi-use trails, rock climbing, picnic pavilions, open lawn, dog park and natural
areas.

Mayor Ford noted more land would need to be located for more parks and the TSPLOST
(Transportation Special Local Option Sales Tax) if passed would be a part of the trail
heads.

Councilwoman Barber inquired on the location of a splash pad at Memorial Park.

Mr. Bays noted the next steps would be to draw the plans up to determine a location.

Councilman Alexander noted the importance of having shade around the playground
area at the parks, upgrading the playground at Clark Park and the maintenance of the
equipment.
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Mr. Aaron mentioned staff maintains the park and have made numerous repairs since
the new equipment was installed two years ago and noted the master plan would set the
tone moving forward.

Councilman Blount suggested making Jennings Way a one-way street and add a
walking trail along the street.

Councilwoman Gantt suggested adding benches, shrubbery, and artwork within the
parks.

Mayor Pro Tem Thomas noted Memorial Park has the biggest challenge as it lacks much
needed parking; noted the city would need to commit with moving the transfer station
and commit to land acquisition.

NEW BUSINESS
5. Council Consideration to approve the Street Resurfacing List for the FY2024 LMIG
(Local Maintenance & Improvement Grant); RFP for services will be in late FY2023.
Presented by: Decius Aaron, Public Works Director
Mr. Aaron noted the request for Council approval of the LMIG 2024 street resurfacing
list noting the RFP will be released in late 2023; noted approximately 5.2 miles of roads
will be resurfaced and would include: Surrey Lane from Carriage Lake Dr. to Cul-De-
Sac in Carriage Lake Subdivision, Chariot Court from Surrey Lane to Cul-De-Sac in
Carriage Lake Subdivision , Coach Way from Carriage Lake Dr. to Cul-De-Sac in
Carriage Lake Subdivision, Lakefront Court from Carriage Lake Dr. to Cul-De-Sac in
Carriage Lake Subdivision , Carriage Lake Lane from Carriage Lake Dr. to Cul-De-Sac
in Carriage Lake Subdivision , Gallup Dr. from Brunswick Circle to Cul-De-Sac in Pine
Grove Subdivision, Gallup Dr. from Brunswick Circle to Gallup Dr. in Pine Grove
Subdivision, Shatley Dr. from Gallup Dr. to Cul-De-Sac in Pine Grove Subdivision ,
Brunswick Circle from Baltimore Ave. to Baltimore Ave. in Pine Grove Subdivision ,
Rock Lane from Brannan Rd. to Cul-De-Sac in lakeside Subdivision, Needletop Ct. from
Rock lance to Cul-De-Sac in lakeside Subdivision, , Falcons Ridge to Hawk Eye Ct., to
Cul-De-Sac in lakeside Subdivision, Enclave Trail from Vista Creek Dr. to Thornwick
Trace in Monarch Village Subdivision, Chelsea Wood ct. to Vista Creek Dr. to Cul-De-
Sac in Monarch Village Subdivision, Redbud Ln. from Country Club Dr. N. to Deerwood
Dr. in Windsong Subdivision, Deerwood Dr. from City Limits (755 Deerwood Dr.) to Cul-
De-Sac in Windsong Subdivision, Willow Hill Ln. from Country Club Dr. to Deerwood Dr.
in Windsong Subdivision, Lytton Ct. from Sunderland Way to Cul-De-Sac in Wyngate
Lakeside Subdivision, Chaucer Way from Sunderland way to Cul-De-Sac in Wyngate
Lakeside Subdivision, Paramount Dr. from Cul-De-Sac to Cul-De-Sac in the Summit
Subdivision and Fairhaven Blvd. from Fairhaven Ct. to Sheffield Court Appleton
Subdivision.

Councilwoman Gantt motioned to approve; seconded by Councilwoman Barber. The
motioned passed 5-0.

6. Council Consideration to approve the T-Mobile Lease Renewal at 4617 North Henry
Blvd. (Million Gallon Tank) in the amount of $3,500 per month.
Presented by; Decius Aaron, Public Works Director

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Mr. Aaron noted T-Mobile maintains the cellular antenna on top of the million-gallon
water storage tank and pays the city $3,500 month; noted the T-Mobile lease will expire
December 2022 and recommends renewal of the lease.

Councilman Alexander inquired on the back-up data showing the rate is in line with the
fees in the metro area.

Mr. Aaron noted he would get the information and bring comparable fees to the Council.

Councilman Blount inquired about the renewal term.

Mr. Aaron noted the lease is renewed annually.

Councilman Alexander motioned to Table to be presented at the September 12, 2022
meeting; seconded by Councilwoman Barber. The motion passed 5-0.

7. Council Consideration to approve the Georgia Power Lighting Agreement for
Streetlight Enhancement in the amount of $115,029.00. Funding Source: Proposed
FY2023 Budget.
Presented by: Decius Aaron, Public Works Director
Mr. Aaron noted he and the former City Manager were tasked with meeting with
Georgia Power to look at enhancing the streetlights throughout the city; noted an
analysis was completed and the results is to begin with adding 191 additional
streetlights in the amount of $115,029 noting this would be added to the annual
streetlight budget which is currently $550,000; and noted the proposal includes the
following streets: Eagles Landing Pkwy @ Hwy 42; Eagles Landing Pkwy @ Country
Club Drive; Flippen Road @ North Henry Blvd; Patrick Henry @ Jodeco Road; Hudson
Bridge Rd. @ Quick Trip; Hudson Bridge Rd. @ I-75 to Hwy. 42; Campground Road @
Hwy. 42; Intersection of Hudson Bridge Rd. @ Rock Quarry Rd.; Davidson Parkway; Old
Atlanta Rd.

Mayor Pro Tem Thomas noted he reviewed the proposed street lighting item with
Mr. Aaron who confirmed additional streets could be added to the proposal and
requested streetlights to be added to the following locations: Tye St. to Childs St.;
Wilson St. to Walker St.

Councilman Alexander made a request to add Love St. to Jim Clark Dr. to the proposal
noting there should be a priority placed on the downtown district.

Councilman Blount agreed with the downtown district being the priority.

Councilwoman Barber asked if there was an assessment done over the entire city.

Mr. Aaron noted GA Power made the determination of priority based on the immediate
need, noting this would be an ongoing project.

Mayor Pro Tem motioned to approve the streetlight proposal as amended with the
additional streets as proposed; seconded by Councilwoman Gantt. The motion passed
5-0.
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8. Council Consideration to approve the Job Description, Pay and Classification, and
Organizational Chart for the Management Analyst Position and Budget Amendment in
the amount of $21,108.58. Funding Source: Fund Balance.
Presented by: Frederick Gardiner, City Manager
Mr. Gardiner noted Management Analyst position was created to help move forward in
technology implementation and software implementation which would help streamline
operations around the strategic plan and management of operations; and noted the new
position would help with looking at implementing Open Gov software and would assist
with the development of the annual fiscal year budget.

Mayor Ford asked for clarification of the budget amendment noting the documents
presented had two different amounts.

Mayor Pro Tem Thomas motioned for this item to be presented following Executive
Session for Personnel; seconded by Councilman Blount. The motion passed 5-0.

9. Council Consideration to approve an Intergovernmental Agreement (IGA) re: New
World Public Safety System Software with Henry County
Presented by: Frank Trammer, Police Chief
Chief Trammer noted the City Attorney has reviewed and approved the (IGA)
Intergovernmental Agreement and it has also been approved by the Henry County Board
of Commission; noted the Police Department currently uses Tyler Technologies for the
Computer Automated Dispatching (CAD) and reporting management which is also used
throughout the County to be on the same platform on behalf of all the agencies; noted
the IGA would make city users responsible for a portion of the annual maintenance
agreement win an ongoing annual cost of about $100,000 for the system and will be
divided based upon the city’s usage of the system with the city paying roughly $24,217
annually.

Mayor Ford inquired on the funding source.

Chief Trammer noted the funding source would be the police department budget.

Councilman Alexander motioned to approve an Intergovernmental Agreement (IGA)
For New World Public Safety System Software with Henry County; seconded by
Councilwoman Barber. The motion passed 5-0.

COMMENTS FROM THE MAYOR
Mayor Ford noted we are still in a pandemic; noted Pfizer and Moderna vaccinations are
available at the Henry County Health Department from 9am – 11:30 am and 1pm – 2:30
pm at 135 Henry Parkway or call their office at 470-664-0005 for more information; noted
COVID Testing is taking place at Red Hawk Field on Henry Parkway Mon., Wed., and Fri.
from 9am – 3pm; noted the CDC recommends everyone who is eligible to get their 2nd
booster; noted Henry County has 52,823 confirmed COVID cases, 647 COVID deaths,
and 2,659 COVID hospitalizations; noted there are 1,240 confirmed Monkey Pox cases in
Georgia with 98% men, 79% African-American, 13% Caucasian, and 7% Hispanic and
noted 16,467 1st dose vaccinations have been administered, and 1,079 2nd dose
vaccinations have been administered, and asked everyone to stay safe; referenced good
news for Stockbridge native, and Atlanta Braves player, Michael Harris, II has signed an
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8-year $72 million dollar contract, offering congratulations and hopeful that he may be
honored with the Rookie of the Year award and asked everyone to remain safe over the
Labor Day Holiday and enjoy friends and family.

UPCOMING MEETINGS & ANNOUNCEMENTS: Council meetings will be held in the City
Council Chamber. Meeting dates, locations and times are subject to change. Please visit
the city’s website www.cityofstockbridge.com for the meeting invitation link, Facebook page
or contact City Hall offices at 770-389-7900 for updates.
 Main Street Advisory Board Meeting, 2nd Friday of each month 9:00 a.m. City Hall
Levi Meeting Room (Sep 9)
 City Council Meeting, Second Monday of each month – City Hall Council Chamber
(Sep 12)
 Youth Council Meeting, 5:30 p.m. - 2nd Wednesday of each month City Hall Levi
Meeting Room - City Hall (Sep 14)
 Downtown Development Authority Meeting, 6:00 p.m. Via Zoom - 3rd Tuesday of
each month Via Zoom (Sep 20)
 Youth Council Advisory Committee Meeting, 6:30 p.m. - 3rd Tuesday of each month
Levi Meeting Room - City Hall (Sep 20)
 Planning Commission Meeting, 4th Thursday at 6:30 p.m. City Hall Council Chamber
– (Sep 22)
 City Council Work Session Meeting, Tuesday at 6:00 p.m. – City Hall Council
Chamber (Sep 27)
UPCOMING CITY EVENTS/INITIATIVES
 A Continuous Salute to Veterans: Please forward pictures of Veterans including
name, branch, rank, and years of service as Mayor Pro Tem Thomas presents a
special tribute to our local veterans. Pictures should be submitted to:
Rosalynd Rawls at rrawls@cityofstockbridge-ga.gov Thank you for your service!
 Please join Councilwoman Barber for FREE Zumba on every Saturday morning at
Clark Community Park at 8:00 a.m. Come out for fitness in the park!
 Please join Mayor Ford for the Clergy Round Tuesday, September 6th at City Hall
in the Levi Meeting Room. Contact Rosalynd Rawls at 770-389-7900 ext. 248 for
more information.
 The City of Stockbridge will host its next Annexation Town Hall Meeting Thursday,
September 8th at 6:30 p.m. via Zoom. Tune in to learn the facts about the
Annexation Referendum, Neighborhoods in the proposed area, benefits of
Stockbridge Annexation and proposed council districts.
 Join us for the city’s annual 9/11 Commemoration as we observe the anniversary
of the September 11, 2001 attacks which took place in New York City,
Washington, DC, and Shanksville, Pa where 2,53 people lost their lives. We will
also honor those who responded to the attacks. Their sacrifice will never be
forgotten. The ceremony will take place on the steps of City Hall beginning at 8:00
a.m. Please note there will be temporary road closures in the area.
 Main Street will host the movie on the City Hall Lawn featuring (Spiderman), The
fun starts at 7:00 p.m. Bring your lawn chairs and blankets! Date TBD. Stay tuned
for the announcement.

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 BridgeFest is Back! Are you ready for a day filled with family fun and a great festive
atmosphere, delicious food trucks, and entertainment featuring the Parliament
Funkadelic. Join us Saturday, September 24th at the Stockbridge Amphitheater with
activities beginning at 2:00 p.m. Contact our Events staff for vendor information at
770-389-5982.
 Here is your opportunity to Meet the Mayor, and voice your questions and/or
concerns Monday, September 27th from 10 a.m. to noon (In-Person). Please contact
Rosalynd Rawls to schedule an appointment. 770-389-7900 ext. 248.
 The City of Stockbridge will host an in-person Annexation Town Hall Meeting
Thursday, September 29th at 6:30 p.m. at the Monarch Village Clubhouse 240
Monarch Village Way, Stockbridge. Come out to learn the facts about the
Annexation Referendum, Neighborhoods in the proposed area, benefits of
Stockbridge Annexation and proposed council districts.

UPCOMING CONCERTS
 UB40, The Original Wailers, Maxi Priest, and Big Mountain – Friday, September
2nd.
 T.I., Waka Flock, and Dem Franchise Boyz, Friday, September 16th.
 HispaniFest, Saturday October 1st
 Charlie Wilson, Friday, October 14th
 Keith Sweat, Saturday, October 29th

EXECUTIVE SESSION (Exemptions from the Georgia Open Meetings Act)

Councilwoman Gantt motioned to convene Executive Session for Real Estate, Personnel,
and Litigation; seconded by Mayor Pro Tem Thomas. The motion passed 5-0.

Councilwoman Barber motioned to adjourn Executive Session; seconded by Mayor Pro
Tem Thomas. The motion passed 5-0.

Mayor Pro Tem Thomas motioned to reconvene the Meeting; seconded by
Councilwoman Barber. The motion passed 5-0.

Councilman Blount motioned to approve Item #8 for the Job Description, Pay and
Classification, and Organizational Chart for the Management Analyst Position and
Budget Amendment in the amount of $21,108.58; seconded by Councilman Alexander.
The motion passed 5-0.

ADJOURN
Mayor Pro Tem Thomas motioned to adjourn; seconded by Councilman Blount. The
motion passed 5-0.

Respectfully submitted by:

Vanessa Holiday, City Clerk MMC Anthony S. Ford, Mayor
8|Page
City of Stockbridge
MEETING DATE
AGENDA ITEM
September 27, 2022 FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST
PUBLIC HEARING TSPLOST
PRESENTATION CDBG
BID SELECTION/AWARD GRANT FUNDING
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT BUDGET
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Decius T. Aaron and TSW

DEPARTMENT: Public Works.

ITEM/PROJECT/EVENT:
Parks Master Plan.

BACKGROUND INFORMATION:
TSW will present preliminary conceptual designs for the Parks Master Plan.

SIGNATURES: FINANCIAL IMPACT N/A
CITY MANAGER ____________________________________ AMOUNT N/A
CITY TREASURER ___________________________________

CITY ATTORNEY ____________________________________ 1
ATTACHMENTS:
Stockbridge Parks
System Master Plan
City Council Work Session
September 27, 2022 @ 6:00 PM
TSW Team

Bryan Bays, PLA Beverly Bell Heather David Lintott,
Hubble, RA LEED AP
Principal-in-Charge & Project Manager & Lead Architect Landscape Designer
Landscape Architect Landscape Designer

Subconsultants
• Hayes James (Surveys of existing parks) • KB Advisory Group (Demographics analysis)
• Ballard*King & Associates (Operations and • ETC Institute (Statistically-valid survey)
maintenance plan; recreation programming) • RMPK Funding (Funding opportunities)

2 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Agenda

01 PROJECT BACKGROUND
02 PROGRAMMING PHASE
RECAP
03 CONCEPTUAL DESIGNS
Q&A
04
NEXT STEPS
05

3 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
01
Project Background
Timeline
Conceptual Design Phase

4 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Timeline
Phase 1: Parks System Plan (6 to 8 months) Phase 2: Schematic Design

Level of
Research Service
& Needs Analysis & Programming Conceptual Action Plan & Preliminary Final
Assessment Benchmarks Design Funding Schematic Schematic
Design Design
Public Engagement

January - June April - August June - August September - November - January 2023 - May 2023
• Site visits • Review survey • Design program November January • Draft schematic plans for 3 primary park sites
• Site surveys and results priorities • Concept plans for • Operations and and revisions
building as-builts • Benchmark parks • Recreation each park maintenance plan • Renderings
• Interviews system compared to programming • Recreation • Implementation plan • Cost estimates
• Statistically-valid peer cities • Public Meeting / programming • Grant and other
survey • Identify needs and Design Workshop • City Council Work funding plan
• Demographics priorities Session Meeting • Cost estimates
analysis • Final public meeting
• Parks analysis
• Kick-off Meeting &
online activities

5 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Conceptual Design Phase
GOALS
• Obtain feedback on high-level ideas
• (Existing parks): Provide framework
for the schematic design of three
primary park sites
• (New Parks): Provide programming-
based size recommendations and
service areas

* Plans are high-level conceptual and
NOT intended for construction

6 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
02
Programming Phase
Recap
Outreach Efforts
Summary

7 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Outreach Efforts
ENGAGEMENT TO DATE
• Steering Committee Meeting #1 - March 30
• Stakeholder Interviews - March/April
• Public Kick-Off Meeting - April 14
• Online Input Activity #1 - May 13 - 30
• Steering Committee Meeting #2 - June 15
• Tasty Tuesday Pop-Up - July 13
• Online Input Activity #2 - July 13- August 17
• Statistically Valid Survey - April/June/July
• City Council Work Session Presentation -
August 30

8 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Overview of What We Heard
Clark Community Park BARRIERS TO • “Lack of features we want to use”
is the most popular PARK USE: • “Do not feel safe using parks/trails”
because of... • “Not aware of park/trail locations”

WOULD LIKE TO SEE: • Walking Trails (within and
between parks)
• Public Art
• Sports Courts
• Community Gardens
• Events
• Aquatic Center or Splashpad
• Size
• Restrooms
• Variety of
activities • Security Improvements
• Playgrounds • Educational Signage

9 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
03
Conceptual
Designs
Existing Parks
New Parks

10 CITY COUNCIL WORK SESSION | AUGUST
SEPTEMBER
30,27,
20222022
Existing Parks
Main Entrance
Food Truck Parking

MEMORIAL PARK Potential Community

OPTION 1 Garden

Neighborhood Reeves Creek Trail
• Park expands east into the City- Entrance Expansion

owned waste transfer site. ~100 Parking Spaces
Existing Restroom
• Create main park entrance off of Renovation

MLK Senior Heritage Trail.
Existing Pavilion New Restroom and
• Renovate existing basketball court, Equipment Room

add new court and provide shaded Playground Splash Pad
seating. Improvements

• Introduce rain gardens to manage Public Art
Opportunities *
storm water. New Pavilions (3)
Existing Pavilion
• Add interpretive/wayfinding
Rain Garden
signage, new shade trees along
existing walking trails, and
benches. Renovate Small Basketball Courts
Pavilion (add seating) Seating w/ Shade
• Add shade to play areas. Structure

11 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Existing Parks
MEMORIAL PARK OPTION 2 Tra
il
New Central
Restroom + Storage
Ext. Transfer
Station
• Acquire land at the intersection of Jennings and 2nd and ritag
e 2 New Full Court
create a trail head for Reeves Creek Trail. He Basketball
LK
• Close Jennings Way and convert to Reeves Creek Trail Reeves Creek Trail 2500 sf
Extension Ext. Cemetery Splash S
• Create dedicated park entrance off Wilson St. and Pad Flex
New Trail Head with
expand existing parking lot into Wilson Street right of parking and exercise S Lawn
way. equipment S S
Expanded
• Demolish existing restroom and storage buildings in favor Ext. Cemetery
Parking Lot
100+ spaces
of a more centrally located storage and restroom facility. Play
• Cluster smaller picnic shelters to provide more rental
flexibility. Existing Large
Pavilion
• Expand playground area with full range of age play. Expand Existing

Wilson St.
8-12y Play
Welch St.
2nd St.
• Relocate basketball courts to an area accessible and New Medium
Picnic Shelter Typ.
visible from parking lot. Expand to two full size courts. Existing ADA
Toddler Play
• Add interpretive/wayfinding signage, new shade trees
along walking trails, and benches. Enhanced Park
Entrance
• Add shade to play areas.
12 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Existing Parks
MEMORIAL PARK OPTION 3 Tra
Ext. Transfer
Station
il
• Reconfigure Jennings Way to one-way through ritag
cemetery, and extend Reeves Creek Trail along e New Park
Jennings Way.
He
LK Entrance
• Create dedicated park entrance off Wilson St. and Reeves Creek Trail Ext. Cemetery 2500 sf
expand existing parking lot into Wilson Street right of Extension Splash
Pad
way. Expanded
Parking Lot Restroom S
140+ Spaces
• Demolish existing restroom and storage buildings Flex
Lawn
in favor of a more centrally located storage and S
Ext. Cemetery
restroom facility. Play

• Cluster smaller picnic shelters to provide more rental Park Gateways
flexibility.
Private Properties Existing Large Pavilion

• Expand playground area with full range of age play.
2nd St. Wilson St.
Expand Existing 8-12y Play
Welch St.
• Relocate basketball courts to an area accessible and New Medium Picnic Shelter Typ.
Existing ADA Toddler Play
visible from parking lot. Expand to two full size courts.
2 New Full Court Basketball

• Add interpretive/wayfinding signage, new shade
trees along walking trails, and benches.

• Add shade to play areas.
13 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Existing Parks
CLARK PARK ACTIVE Ext.
• Stabilize/restore stream bank. Woodland
Trail
• Reconfigure parking lot at Burke/Davis
Rd to accomodate six pickleball courts New Restroom
Tunnel Connection to
Gardner Park
• Expand parking lot at Creek/Davis Rd Natural Play Areas

• Create tunnel connection to Gardner S
Park
• Add new restroom near activity areas Expanded Play Area
Shaded Porch
Add 20 Open Lawn
• Cluster smaller picnic shelters to Spaces to S
provide more rental flexibility. Davis Rd
Existing S Relocated
Parking Lot Dog Park
• Relocate dog park to behind Merle Wood Rail Fence
Manders Conference Center. Stream Bank
Pickle Ball Courts (6)

Stabilization/Restoration Shared
• Add interpretive/wayfinding signage, S
Lawn Conference Area
new shade trees along existing New Medium Picnic S S Parking Lot
walking trails, and benches. Shelter Typ.
Open
Ext. Restroom
Lawn
Stone Wall
• Add shade to play areas. Reconfigured 100+ Parking Lot

Davis Rd
14 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Existing Parks
CLARK PARK PASSIVE Ext.
• Stabilize/restore stream bank. Woodland
Trail
• Reconfigure parking lot at Burke/Davis
Rd to accomodate flex lawn. New Restroom
Tunnel Connection to
Gardner Park
• Expand parking lot at Creek/Davis Rd Natural Play Areas

• Create tunnel connection to Gardner S
Park
• Add new restroom near activity areas Expanded Play Area
Shaded Porch
Add 20 Open Lawn
• Cluster smaller picnic shelters to Spaces to S
provide more rental flexibility. Existing
Parking Lot
S Relocated
Dog Park

Davis Rd
• Relocate dog park to behind Merle
Manders Conference Center. Stream Bank Restoration S

Open S Shared
• Add interpretive/wayfinding signage, S
Lawn Conference Area
new shade trees along existing walking New Medium Picnic S S Parking Lot
trails, and benches. Shelter Typ.
Open
Ext. Restroom
Lawn
Stone Wall
• Add shade to play areas. Reconfigured 100+ Parking Lot

Davis Rd
15 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Existing Parks
Connection to Cochran

GARDNER PARK Park
New Pavilion New Stream Headwall
• Expand the park to the south and
add additional parking spaces. Sidewalks Along East
New Walking Trails Atlanta Road
• Provide ADA access to pavilions,
tennis courts and playgrounds. Stream Restoration
Decrease the Width
of the Entrance
Drive to Enhance the
• Stream Restoration (erosion control New Playground Pedestrian Experiance
measures and new bridges). Redesigned Parking
Replace Bridges Lot w/ Improved
• Add Connection(s) to Clark Park, ADA Access to Tennis
and expand the walking trails. Courts & Playgrounds

• Add interpretive/wayfinding
signage, new shade trees along
existing walking trails, and
benches. ADA Connection to
Elevated Railroad Tracks
Pavilions

• Add shade to play areas. Tunnel Connection
to Clark Park
(Long-term solution) New Parking Lot

Sidewalk Connection
to Clark Park
(Short-term solution)
16 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
New Parks
PROPOSED CRITERIA
FOR PARK SITE
SELECTION
• > XX acres
• Areas outside of existing
20-minute walkshed PLACEHOLDER FOR MAP
• Adjacent to population with >XX
residential density
• Areas with high rates of
population growth
• Parcels susceptible to change
• Maximizes connections to
existing and proposed trails

17 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Legend

New Trails
Potential Side Path and Trail Improvements
Existing and County/ARC-Proposed Path
Henry County Boundary
Stockbridge Boundary

NEW TRAILS GOALS INFOGRAPHIC OR IMAGE
• Connect to existing
and proposed trail
network.
• Connect to schools,
community
resources, and public
greenspaces .

18 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022 N
3 mi
04
Q&A

19 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
05
Next Steps

20 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
Next Steps
Phase 1: Parks System Plan (6 to 8 months) Phase 2: Schematic Design

Level of
Research Service
& Needs Analysis & Programming Conceptual Action Plan & Preliminary Final
Assessment Benchmarks Design Funding Schematic Schematic
Design Design
Public Engagement

January - June April - August June - August September - November - January 2023 - May 2023
• Site visits • Review survey • Design program November January • Draft schematic plans for 3 primary park sites
• Site surveys and results priorities • Concept plans for • Operations and and revisions
building as-builts • Benchmark parks • Recreation each park maintenance plan • Renderings
• Interviews system compared to programming • Recreation • Implementation plan • Cost estimates
• Statistically-valid peer cities • Public Meeting / programming • Grant and other
survey • Identify needs and Design Workshop • City Council Work funding plan
• Demographics priorities Session Meeting • Cost estimates
analysis • Final public meeting
• Parks analysis
• Kick-off Meeting &
online activities

21 CITY COUNCIL WORK SESSION | SEPTEMBER 27, 2022
UP2143

18th August
Douglas R. Hooker
Douglas R. Hooker (Aug 19, 2021 12:38 EDT)

Board Chair
UP2143
Final Audit Report 2021-08-23

Created: 2021-08-18

By: Brittany Zwald (BZwald@atlantaregional.org)

Status: Signed

Transaction ID: CBJCHBCAABAAy15iKUWee7w5Oskagr1k5spewhoVSUrt

"UP2143" History
Document created by Brittany Zwald (BZwald@atlantaregional.org)
2021-08-18 - 10:13:39 PM GMT- IP address: 172.58.3.22

Document emailed to Douglas R. Hooker (dhooker@atlantaregional.org) for signature
2021-08-18 - 10:15:44 PM GMT

Email viewed by Douglas R. Hooker (dhooker@atlantaregional.org)
2021-08-19 - 4:38:15 PM GMT- IP address: 104.47.65.254

Document e-signed by Douglas R. Hooker (dhooker@atlantaregional.org)
Signature Date: 2021-08-19 - 4:38:46 PM GMT - Time Source: server- IP address: 174.141.1.130

Document emailed to Kerry Armstrong (karmstrong@atlantaregional.org) for signature
2021-08-19 - 4:38:48 PM GMT

Email viewed by Kerry Armstrong (karmstrong@atlantaregional.org)
2021-08-20 - 2:46:39 PM GMT- IP address: 104.47.65.254

Document e-signed by Kerry Armstrong (karmstrong@atlantaregional.org)
Signature Date: 2021-08-20 - 2:46:47 PM GMT - Time Source: server- IP address: 45.16.76.57

Document emailed to Brittany Zwald (BZwald@atlantaregional.org) for signature
2021-08-20 - 2:46:49 PM GMT

Email viewed by Brittany Zwald (BZwald@atlantaregional.org)
2021-08-23 - 1:59:18 PM GMT- IP address: 104.47.64.254

Document e-signed by Brittany Zwald (BZwald@atlantaregional.org)
Signature Date: 2021-08-23 - 1:59:25 PM GMT - Time Source: server- IP address: 172.58.6.196

Agreement completed.
2021-08-23 - 1:59:25 PM GMT
REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
CITY OF STOCKBRIDGE
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY

City of Stockbridge Procurement Division
4640 North Henry Boulevard Stockbridge, Ga 30281
April 27th, 2022
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Table of Contents
PURPOSE… ........................................................ 4
PROPOSAL DUE DATE .................................... 6
CONTACT PERSON AND INQUIRIES ............ 7
RFP SCHEDULE OF EVENTS .......................... 8
CLARIFICATION & ADDENDA ..................... 10
SUBMISSION REQUIREMENTS.................... 31
OVERVIEW PROPOSAL REQUIREMENTS 32
PROPOSAL EVALUATION ............................ 39
BID FORM …………………………………….
EXHIBIT I (DETAILED SCOPE OF SERVICES)
EXHIBIT II (REFERENCE VERIFICATION FORM
EXHIBIT III – REQUIRED CERTIFICATIONS/ATTACHMENTS FORM
FORM 1 NON-COLLUSION BIDDING CERTIFICATE
FORM 2 NON-COLLUSION SUB-CONTRACTOR
FORM 3 CERTIFICATION REGARDING DEBARMENT
FORM 4 INELIGIBILITY CERTIFICATE
FORM 5 CERTIFICATION OF DRUG-FREE WORKPLACE
FORM 6 CONFLICT OF INTEREST
FORM 7 AFFIDAVIT VERIFYING STATUS
FORM 8 CERTIFICATION REGARDING LOBBYING

FORM 9 PROPOSAL SUBMITTAL LETTER
FORM 10 GEORGIA SECURITY AND IMMIGRATION CONTRACTOR AFFIDAVIT
FORM 11 GEORGIA SECURITY SUB-CONTRACTOR AFFIDAVIT
FORM 12 CERTIFICATE OF ACCEPTANCE

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
CITY OF STOCKBRIDGE
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY

PURPOSE

The City of Stockbridge (City) is seeking proposals from a qualified firm(s) for the purpose of
completing the Livable Centers Initiative (LCI) study.

The work to be accomplished is in accordance with the Livable Centers Initiative (LCI) program.
Stockbridge has an LCI study, which was updated in 2012. The City also has an updated
Comprehensive Plan (2018), Bicycle, Pedestrian and Trail Plan (2017), and a Downtown Renaissance
Strategic Vision & Plan (RSVP). This concept study will compile recommendations from each of
these publications.

The City’s intent is to develop a complete study that cover a 0.8-mile segment of the downtown area
of Stockbridge including US 23 from East Atlanta Rd to Burke St.; Burke Street from US 23 to Davis
Road; Love Street from Burke St to East Atlanta Road, Jim Clark Dr. from MLK Sr. Heritage Trail to
Burke Street; MLK Sr. Heritage Trail from Lovejoy Street to Jim Clark Dr.; Lovejoy Street from
Burke St. to MLK Sr. Heritage Trail.

PROJECT OBJECTIVES

The Stockbridge Downtown Pedestrian and Bicycle Connectivity Concept Study will have the
following objectives:

1. Development of a feasibility study and concept plan for the downtown pedestrian sidewalk
improvements along East Atlanta Road, Love Street, Burke Street, Lovejoy Street, Jim Clark
Drive, and Martin Luther King (MLK) Senior Trail. The proposed work includes
reconfiguration of the bridge on US 23, also known as the MLK Sr. bridge, for pedestrian and
bicycle accommodations and providing for an appropriate pedestrian railroad crossing on
Love Street.

2. Development of a feasibility study to provide bicycle paths and accommodations in the
downtown Stockbridge area.

3. Assess potential design constraints, right-of-way, utility, and environmental impacts and
determine mitigation or avoidance strategies.

4. Develop implementation plan with schedule, funding sources and project cost estimates.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

1.2 COMMUNITY BACKGROUND
The City of Stockbridge is in the northern part of Henry County, Georgia, which was founded
May 15, 1821. Henry county has an area of approximately 331 square miles located in the
Piedmont Section of northern Georgia and is surrounded by the counties of Butts, Clayton,
DeKalb, Newton, Rockdale, and Spalding Counties. Stockbridge, Georgia is just minutes south
of Atlanta a straight drive down Interstate 75-South. The City is populated with approximately
30,000 residents.
The City has recently completed the City of Stockbridge Amphitheater, which has a relaxed
atmosphere, with all the amenities of a major metropolitan area with an attractive lifestyle, and
business opportunities. Stockbridge is a highly attractive place to live, work and play.

Stockbridge City Council (City) is the governing authority of the City of Stockbridge. The affairs
of the City are conducted by a Mayor and five (5) member City Council. This elected body is
responsible for the active coordination of community resources, to meet community needs.
The City Manager, who is appointed by the Mayor and City Council, oversees the day-to-day
operations of the City, and insures the efficient delivery of City Services. All activities and
functions of the City are administered by the City Manager under the jurisdiction of the Mayor
and City Council as set forth in State and Local Laws.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

SECTION 2.0
2.1 OBTAINING THE RFP
All potential Bidders can obtain a copy of the Bid and Specifications located on the City’s website
at https://www.cityofstockbridge.com/default.aspx and Georgia Procurement Registry website
https://ssl.doas.state.ga.us/PRSapp/PR_index.jsp and the notification on Georgia Municipal
Association https://www.glga.org/SubmitListing. Bid is administered by the City of
Stockbridge, Procurement Division.
2.2 PRE-PROPOSAL CONFERENCE
Due to Covid-19, the Pre-Proposal Conference, or any other information session (if indicated in
the schedule of events) will be held via teleconference on Web-EX. Information regarding the
meeting will be listed in the “Schedule of Events” of this RFP. Unless indicated otherwise,
attendance is not mandatory, although suppliers are strongly encouraged to attend. However, in
the event the conference has been identified as mandatory; then a representative of the supplier
must attend the conference in its entirety to be eligible for contract award.
2.3 PROPOSAL DUE DATE
All proposals are due in the Division of Purchasing of City of Stockbridge located in the City of
Stockbridge City Hall, 4640 North Henry Boulevard Stockbridge, GA 30281 on or before
Thursday, June 9th, 2022, at 3:00 PM, EDT via Cisco WebEx, legal prevailing time. All
submitted proposals shall be time and date stamped according to the clock at the front desk of
the City of Stockbridge Procurement Division. Any proposals received after this appointed
schedule will be considered late and will be returned unopened to the Proposer. The proposal due
date can be changed only by addendum.
Each envelope or package on the outside shall be clearly marked as follows:

REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge City Hall
4640 North Henry Boulevard Stockbridge, GA 30281
RFP DUE DATE: June 9th, 2022 (3:00P.M) EDT

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.4 SUBMITTAL INSTRUCTIONS
It shall be the sole responsibility of the Proposer to have his/her proposal/bid submittal delivered
to the City of Stockbridge Procurement Division for receipt on or before the above stipulated due
date and time. If a proposal is sent by U.S. Mail, FedEx, the proposer shall be responsible for its
timely delivery to the Purchasing Division.

2.4.1 BID OPENING
Beginning May 1, 2020, the City of Stockbridge Procurement Division, began
conducting bid openings 100% online! For your convenience, bids will be opened and
live streamed Wednesday at 12:01 p.m. via Cisco WebEx. Joining the WebEx meeting
will allow you to view the vendors responding to each bid and the bid amount submitted
from each vendor. This will replace in-person bid openings.

To view the bid opening, please visit the City of Stockbridge Procurement website at
https://cityofstockbridge.com/procurementdivision and click Join Meeting.

2.5 CONTACT PERSON AND INQUIRIES
Any questions or suggestions regarding this RFP shall be submitted in writing to the Procurement
Division contact person, Lindell Y. Miller, Purchasing Manager at
ProcurementDivision@CityofStockbridge-ga.gov, 4640 North Henry Boulevard Stockbridge, GA
30281. Any response made by the City shall be provided in writing to all Proposers by addendum.
No verbal responses shall be authoritative.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.6 REQUEST FOR PROPOSAL “SCHEDULE OF EVENTS”
Below is the current Schedule of Events, in local time (EDT), that will take place in the
procurement process. The City reserves the right to make changes to the schedule as the City
determines is in its best interest. Unless otherwise notified in writing by the City, the dates
indicated below for submission of items or for other actions on the part of a Provider shall
constitute absolute deadlines for those activities and failure to fully comply by the time stated
shall cause a Provider to be disqualified.

EVENT DATE
Request For Proposals Issued to Public Wednesday, April 27th, 2022

Non-Mandatory Pre-Bid Conference Cisco WebEx.
https://www.cityofstockbridge.com/pview.aspx?id=4640&catid=0 Thursday, May 5th, 2022, 10:00 AM, EDT

Last Day for Questions to be Submitted Friday, May 20th, 2022, 12 Noon, EDT

RFP Submittal Due Date Thursday, June 9th, 2022, 3 PM, EDT

Project Manager – Gordon Linton, Planning and Zoning

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.7 NO CONTACT DURING THE PROCUREMENT PROCESS
It is a request of the City that the evaluation and award process for City contracts shall be free
from both actual and perceived impropriety, and that contacts between potential vendors and
City officials, elected officials, and staff regarding pending awards of City contracts shall be
prohibited.
A. No person, firm, or business entity, however situated or composed, obtaining a copy of
or responding to this solicitation, shall initiate or continue any verbal or written
communication regarding this solicitation with any City officer, elected official,
employee, or designated City representative, between the date of the issuance of this
solicitation and the date of the City Manager’s recommendation to the Council for award
of the subject contract, except as may otherwise be specifically authorized and permitted
by the terms and conditions of this solicitation.
B. All verbal and written communications initiated by such person, firm, or entity
regarding this solicitation, if same are authorized and permitted by the terms and
conditions of this solicitation, shall be directed to the Purchasing Agent.
C. Any violation of this prohibition of the initiation or continuation of verbal or written
communications with City officers, elected officials, employees, or designated City
representatives shall result in a written finding by the Purchasing Agent that the
submitted bid or proposal of the person, firm, or entity in violation is “non-responsive,”
and same shall not be considered for award.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.8 CLARIFICATION & ADDENDA
Proposers may submit requests for clarifications or interpretations regarding this RFP and the
Contract. Proposers must prepare such requests in writing for the City’s consideration as set
forth in this section of this RFP. While the City has not placed an initial limitation on the number
of requests which can be submitted, Proposers are cautioned that if Proposers do not request
meaningful clarifications or interpretations in an organized manner (e.g., limited frequency of
requests), the City will set restrictions on the frequency and number of requests permitted. The
City will not respond to requests, oral or written, received after May 20 th , 2022 (12 Noon)
EDT., local prevailing time. City reserves the right to post an addendum at any time prior
to the bid opening date and it is the responsibility of the proposer to view the City’s website
for any all-addendum post for specified solicitation. Proposers are advised that this section
places no obligation on the part of the City to respond to any or all requests for
clarification nor interpretation, and that the City’s failure to respond to any such request
will not relieve theProposer of any obligations or conditions required by this RFP.
Requests for clarification or interpretation regarding this RFP shall only be Submitted in
writing via letter or email to the designated Purchasing Representative:
Purchasing Manager: Lindell Y. Miller
Email: ProcurementDivision@CityofStockbridge-ga.gov

Telephone inquiries will not be accepted.

All responses to written requests for clarification, interpretation, or additional information will be
distributed as addenda to this RFP and posted on the City website
http://www.cityofstockbridge.com/bids.aspx?id=4375&catid=26.
No oral interpretation, instruction, or information concerning this RFP given by any employee or
agent of the City shall be binding on the City. Proposers who submit a Proposal in reliance on
any such oral information risk having their response to this RFP deemed non-responsive by the
City. Only written responses issued by addendum to this RFP should be considered by the
Proposers.

During the period provided for the preparation of Proposals, the City may issue addenda to this
RFP. These addenda will be numbered consecutively and will be posted on the City
website,http://www.cityofstockbridge.com/bids.aspx?id=4375&catid=26. These addenda will
be issued by, or on behalf of, the City and will constitute a part of this RFP.

Each Proposer is required to acknowledge receipt of each addendum by submitting an executed
acknowledgment form. This acknowledgment shall include all addenda distributed prior to the
Proposal Submission Date. All responses to this RFP shall be prepared with full consideration of
the addenda issued prior to the Proposal Submission Date.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
10
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.9 PREPARTION OF PROPOSALS
a. Negligence on the part of the proposer in preparing the proposal confers no right for withdrawal
or modification in any way after the deadline for the proposal opening.
b. Unit price must be shown on the Proposal Cost Submittal Form in this document. All proposals
should be tabulated, totaled, and checked for accuracy. The unit price will prevail in case of
errors.
c. All product, equipment, article, or material must be new and unused or current production. No
reconditioned or used item(s) will be accepted except as specifically requested herein. Units
that are classified as prototype or discontinued models are not acceptable.
d. Samples of items, when required, must be submitted within the time specified and unless
otherwise specified by the City, at no expense to the City. Unless otherwise specified, samples
will be returned at the proposer's request and expense if items are not destroyed by testing.
e. Full identification of each item proposal upon, including brand name, model, catalog number,
etc., must be furnished to identify exactly what the proposer is offering. Whenever an article
or material is defined by describing a proprietary product or by using the name of a
manufacturer, the term "or equal" if not inserted shall be implied.
f. The specified article or material shall be understood as indicating the type, function, minimum
standard of design, efficiency, and quality desired and shall not be construed as to exclude
other manufactured products of comparable quality, design, and efficiency. In the event that
any equivalent version is proposed, prospective proposers are herewith advised that precise,
adequate, and documented evidence of equivalency in performance, stability, and operational
efficiency should be submitted with the proposal for further consideration.
g. Final determination of equivalency will be determined by the City of Stockbridge.
h. Proposers are required to examine the scope carefully and to make sure they have full
understanding of outlined scope.
i. The City of Stockbridge will not be responsible for proposer’s errors or misjudgment, nor for
any information or lack of information, on location conditions, and/or general laws and
regulations.

j. Failure of a proposer to be aware of any applicable federal, state, or local regulations shall not
excuse compliance, regardless of whether specifically cited in the Contract Documents and
Specifications or any related document.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
11
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.10 REJECTION AND WITHDRAWAL OF PROPOSALS

a. Withdrawal of Proposal due to errors, the supplier has up to forty-eight (48) hours to notify the
Purchasing Department of an obvious clerical error made in calculation of proposal in order to
withdraw a proposal after proposal opening. Withdrawal of proposal for this reason must be
done in writing within the forty-eight-hour period.

b. The City will make a recommendation of the proposal to the City Council within 60 days from
date of the opening.

c. The City may reject all or part of the proposal within 60 days of proposal opening.

2.11 PROPOSAL AND CONTRACT DOCUMENTS
a. A proposal executed by an attorney or agent on behalf of the Bidder shall be accompanied by
an authenticated copy of the Power of Attorney or other evidence of authority to act on behalf
of the Bidder Corporation:
If the Bidder is a corporation, the bid must be submitted in the name of the
corporation, not simply the corporation's trade name. In addition, the bid shall be signed by
an officer of the corporation.
Partnership: If the Bidder is a partnership, all partners must sign the bid. If all the partners do
not sign the bid, then the names of all those except limited partners must be furnished on the
bid and evidence of the authority of the signer(s) to execute the bid on behalf of the
partnership.
Limited Liability Company (LLC): If the Bidder is a limited liability company, the authorized
agent having authority to bind the limited liability company must sign the bid documents.

Sole Proprietorship or Individual: If the Bidder is a sole proprietor or individual, a signature
is required on all bid documents by that individual.

b. The contract documents consist of this Agreement, Specifications and Addenda issued prior
to execution of this Agreement, other documents listed in this Agreement and Modifications
issued after execution of this Agreement. These form the Contract and are as fully a part of
the Contract as if attached to this Agreement or repeated herein. The Contract represents the
entire and integrated agreement between the parties hereto and supersedes prior negotiations,
representation, or agreements, either written or oral.
c. Contract Term - The time period of the agreement, if any is formed from this bid, will be
determined after the review and evaluation of the proposals/bid submitted by the successful
Proposer.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
12
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.12 EXCEPTIONS AND OMISSIONS
Any exceptions to the specifications and/or terms and conditions must be addressed during the
question/clarification and addendum phases.
2.13 ALTERATIONS OF SOLICITATION AND ASSOCIATED DOCUMENTS

Alterations of City documents are strictly prohibited and will result in automatic
disqualification of the proposer's solicitation response. If there are "exceptions" or comments
to any of the solicitation requirements or other language, then the proposer may make notes to
those areas, but may not materially alter any document language.

2.14 COST INCURRED BY VENDORS
All expenses involved with the preparation and submission of the RFP to the City of
Stockbridge, or any work performed in connection therewith is the responsibility of the
vendor(s).

2.15 CODES, PERMITS, FEED, LICENSES AND LAW
a. All permits, fees, arrangements for inspections, licenses, and costs incurred for the same
shall be the sole responsibility of the successful Proposer. All materials, labor and
construction must comply with all applicable rules and regulations of local, state and/or
national codes, laws and ordinances of all authorities having jurisdiction over the project,
shall apply to the contract throughout and will be deemed to be included in the contract
the same as though herein written out in full.
b. State Law regarding Worker Verification requires that all who enter a contract for the
physical performance of services with the City must satisfy O.C.G.A. §13-10-91 and Rule
300-10-1-.02, in all manner, and such are conditions of the contract. By submitting a
proposal to the City Proposer agrees that in the event the Proposer employs or contracts
with any subconsultant(s) in connection with the covered contract, the Proposer will
secure from the subconsultant(s) such subconsultant(s) indication of the employee-
number category applicable to the subconsultant, as well as attestation(s) from such
subconsultant(s) that they are complying. Such attestation(s) shall be maintained and may
be inspected by the City at any time. An affidavit of such compliance included with the
proposal must be signed by the Proposer and will become part of the contract.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
13
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.16 SAFETY
All vendors and subconsultant performing services are required and shall comply with all
Occupational Safety and Health Administration (OSHA), State and CITY Safety and
Occupational Health Standards and any other applicable rules and regulations. Also, all
Proposers and subconsultant shall be held responsible for the safety of their employees and any
unsafe acts or conditions that may cause injury or damage to any persons or property within and
around the work site area under this contract.
2.17 DESIGN, STANDARDS AND PRACTICES
Design, strength, quality of materials and workmanship must conform to the industry
Acceptable standards of engineering practices and/or professional services.
2.18 STATEMENT OF WARRANTY
A Statement of Warranty should include all applicable manufacturers' warranty and the
Proposer's warranty regarding equipment, materials, and workmanship. This statement shall
include the terms, conditions, and the period of warranty coverage. Any exclusion(s) must be
clearly stated.
2.19 NON-COLLUSION
By submitting a proposal in response to this solicitation, the proposer represents that in the
preparation and submission of this proposal, said Proposer did not either directly or indirectly,
enter into any combination or arrangement with any person, Proposer, Corporation or enter into
any agreement, participate in any collusion, or otherwise take any action in the restraint of free,
competitive bidding in violation of the Sherman Act (15 U.S.C. Section I or Section 59.1-9.1
through 59.1-9.17 or Sections 59.1 -68.6 through 59.68.8). Collusion and fraud in proposal
preparation shall be reported to the State of Georgia Attorney General and the United States
Justice Department.
2.20 NONDISCRIMINATION
Notwithstanding any other provision of this Agreement, during the performance of this
Agreement, Proposer, for itself, its heirs, personal representatives, successors in interest and
assigns, as part of the consideration of this Agreement does hereby covenant and agree, as a
covenant running with the land, that:
a. No person on the grounds of race, color, religion, sex, or national origin shall be
excluded from participation in, denied the benefits of, or otherwise be subjected to
discrimination.
b. In the production of the vehicle(s), and the furnishing of services therein or thereon, no
person on the grounds of race, color, religion, sex, or national origin shall be excluded
from participation in, or denied the benefits of, such activities, or otherwise be subjected to
discrimination.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
14
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.21 DRUG FREE WORKPLACE CERTICATION
By signing the Supply Service Contract form, the Proposer certifies that the provisions of
Code Sections 50-24-1 through 50-24-6 of the Official Code of Georgia Annotated, relating to
The “Drugfree Workplace Act” have been complied with in full. The undersigned further
certifies that:

a. A drug-free workplace will be provided for the Proposer's employees during performance
of the contract; and

b. Each Proposer who hires a subconsultant to work in a drug-free workplace shall secure
from that subconsultant the following written certification: "As part of the subcontracting
agreement with (Proposer's name), (Subconsultant’s name) certifies to the Proposer that a
drug-free workplace will be provided for the subconsultant’s employees during the
performance of this Contract pursuant to Paragraph (7) of Sub-section (b) of Code Section
50-24-3".

c. The Proposer further certifies that he will not engage in the unlawful manufacture, sale,
distribution, dispensation, possession, or use of a controlled substance or marijuana during
the performance of the Contract.
d. Proposer may be suspended, terminated, or debarred if it is determined that:
(1) The Proposer has made false certification hereinabove; or
(2) The Proposer has violated such certification by failure to carry out the requirements
of the Official Code of Georgia Section 5 0-24-3.
2.22 GEORGIA SECURITY AMD IMMIGRATION ACT
Pursuant to the Georgia Security and Immigration Compliance Act of 2006, the successful
Proposer understands and agrees that compliance with the requirements of O.C.G.A.13-10-91
and Georgia Department of Labor Rule 300-10-02 are conditions of this proposal and contract
document. The Proposer further agrees that such compliance shall be attested by the Proposer
and any of his Subconsultants by execution of the appropriate Affidavit and Agreement which
will be included and become a part of the Agreement between the City of Stockbridge and the
successful Proposer.
2.23 SYSTEMATIC ALIEN VERIFICATION FOR ENTITLEMENTS (SAVE) PROGRAM
Since a contract has been deemed a "public benefit," the Proposer or other party to the contract
must be run through the federal Systematic Alien Verification for Entitlements (SA VE)
Program. This program requires that local government verify the legal status of non-U.S.
citizens who apply for certain benefits. The Proposer must execute a SA VE affidavit attesting
that either he or she is a U.S. citizen or legally qualified to receive the benefit. If the Proposer
is not a U.S. citizen, then the local government must run that Proposer through the SAVE
system. Only non-U.S. citizens can be processed through the SA VE program.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
15
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.24 DELIVERY AND F.O.B. DESTINATION
a. All prices shall include shipping and delivery cost to our destination, F.O.B., Stockbridge,
Georgia, unless otherwise requested. The proposer shall handle all material procurement,
storage, and delivery to project site. Unless otherwise specified in this specification,
proposer shall supply all materials required. The City will grant no allowance for boxing,
crating or delivery unless specifically provided for in this proposal. The proposer shall
retain title for the risk of transportation, including the filing for loss or damages.
b. The City desires delivery of the product(s) or service(s) as specified at the earliest
possible time after the date of award. Unreasonable delivery may be cause for
disqualifying a proposal. Each firm shall state a definite delivery time and avoid using
general terms suchas "ASAP" or approximately so many days.
2.25 LOCAL VENDOR PREFERENCE (NOT APPLICABLE)
In the event that a responsive, responsible non-local business submits the lowest price bid, and
the bid submitted by one (1) or more responsive, responsible local businesses is within five
percent (5%) of the price submitted by the non-local business (and the other terms and
conditions of the two bids are substantially the same), then that local business shall have the
opportunity to submit, within five (5) working days of the notice of intent to award, a final bid
equal to or lower than the amount of the low bid previously submitted by the non-local
business. The contract shall then be awarded to the responsive, responsible business
submitting the lowest best and final bid. (See Section 3.30.100 - Competitive sealed bids)

2.26 AUTHORITY TO SIGN
a. If a proposal is made by an individual, the name and mailing address must be shown. If
made by a firm or partnership, the name and mailing address of each member of the firm
or partnership must be shown. If made by a corporation, the Corporate Certificate must be
executed.
b. The proposer should ensure that the legal and proper name of his/her proprietorship, firm,
partnership, or corporation is printed or typed in the space provided.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
16
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.27 PROPOSAL SECURITY AND PERFORMANCE BONDS (NOT APPLICABLE)

Each bid shall be accompanied by a Bid Bond in an amount of not less than five percent (5%)
of the total bid amount. The Bid Bond may be in the form of a bond issued by a surety acceptable
to the City or a cashier’s check made payable to the City of Stockbridge, Georgia. The entire
Bid Bond shall be forfeited to the City of Stockbridge, Georgia as liquidated damages if the
bidder fails to execute all sets of the Contract Documents and provide Performance and Payment
Bonds within fifteen (15) days after receipt of the documents.

The successful bidder will be required to furnish a contract Performance Bond and a Payment
Bond, each in the sum of one hundred percent (100%) of the total amount bid and provide
insurance coverage as required in the Contract Documents.
a. Bid Bond - the General Contractor Company awarded the contract for the project must
provide a Proposal Bond in the amount not less than 5% of the total amount payable by the
terms of the Contract. No bid shall be read aloud or considered if a proper bid bond has not
been submitted.
b. Payment Bond - the General Contractor Company awarded the contract for the project
must provide a Payment Bond in the amount equal to one hundred percent (100%) of the
General Contractor Price prior to the execution of the Contract.
c. Performance Bond - General Contractor Company awarded the contract for the project
must provide a Performance Bond in the amount equal to one hundred percent (100%) of
the General Contractor Price prior to the execution of the Contract.
2.28 RFP SUBMITTALS
See all specifications, for the RFP, Submittal Checklist, and requirements. The checklist will
assist you to ensure that all submittals are included in your proposal. Ensuring that submittals
are complete is solely the responsibility of the proposer/bidder. Failure to submit all
submittals may deem your proposal non-responsive.
2.29 EVALUATION PROCESS
The Evaluation Committee (EC) will be responsible for ranking and recommending the most
qualified firms(s) to City Council for award. The process for this procurement may proceed in
the following manner: The Procurement Division delivers the RFP submittals to agency staff for
summarization for the Evaluation Committee members. The appropriate department will review
the litigation history and the Finance Department will review the financial portion of the
submittals. Staff will also identify any incomplete responses. The Procurement Manager
Procurement will review the information and will make a recommendation to the Evaluation
Committee as to each firm’s responsiveness to the requirements of the RFP.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
17
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

The final determination of responsiveness rests solely on the decision of the Evaluation
Committee. All firms that are found to be both responsive and responsible to the requirements of
the RFP may have an opportunity to make an oral presentation to the EC and discuss their
proposal to illustrate to the Evaluation Committee their approach to the scope of work. If
interviews are requested by the City, staff may provide a list of subject matter for the discussion
and each firm will be given equal time to present but the question and answer may vary. The
final determination of responsiveness rests solely on the decision of the EvaluationCommittee.
All proposals will be evaluated using the Evaluation Criteria and the detailed scope of services
and requirements throughout this Request For Proposal.
2.30 PRESENTATIONS / DEMONSTRATIONS / INTERVIEWS (WHEN APPLICABLE)
The City reserves the right to negotiate the fee and/or Scope of Services with the highest ranked
Proposer. If negotiations cannot be completed successfully, then the City reserves the right to
negotiate with the second highest ranked Proposer. Recommendations for an award will be the
Proposer with whom potential contract negotiations were successful.
The EC may provide a list of subject matter for the discussion. The individuals / firms will have
equal time to present but the question-and-answer time may vary. Proposers / Providers may be
requested to demonstrate the nature of their offered solution to the SC. After receipt of
submittals, all firms will receive a description of, and arrangements for, the desired
demonstration. A copy of the demonstration (hard copy, DVD, CD, or a combination of both)
should be given to the Purchasing Agent at the meeting to retain in the Purchasing files.
2.31 CITY’S TAX EXEMPTION
The City of Stockbridge is exempt from Federal Excise Tax or Georgia Sales Tax regarding
goods and services purchased directly by the City of Stockbridge. Exemption certificates
furnished upon request.
2.32 AWARD OF CONTRACT
a. The City of Stockbridge desires to complete the award process in a timely manner. The City of
Stockbridge reserves the right to reject or accept any or all proposals, whole or any parts hereof,
by item or group of items, by section or geographic area, or make multiple awards and be the
final approval of proposal(s) selection which would be the most advantageous to the City with
price and other factors considered. The City of Stockbridge may elect to waive any
technicalities. The proposal will be awarded to the lowest responsive, responsible, or highest
scored proposer(s), based upon the qualification requirements herein. The proposal
specifications and results will be available on the City's web site:
https://www.cityofstockbridge.com/bids.aspx?id=4375&catid=26 and the Georgia
Procurement Registry https://ssl.doas.state.ga.us/PRSapp/PR_index.jsp

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
18
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

b. City of Stockbridge reserves the right to reject any proposal if the evidence submitted by or
investigation of the proposer fails to satisfy the City that the proposer is properly qualified
to carry out the obligations of the Contract. If the successful proposer defaults on them
proposal, an award may be made to the next low responsive and responsible proposer or
highest scored proposer(s).

c. Multiple Awards: The City reserves, at its sole discretion, the option to award to multiple
Proponents.
Responsibility - The determination of the proposer's responsibility will be made by the
City based on whether the proposer meets the following minimum standard requirements:
• Relevant knowledge, experience and qualifications of firm and team members.
• Proposed methodology and work plan to be used in the process.
• Understanding of the project and overall completeness of submission.
• Experience on similar projects/References
• The ability, capacity, and skill of the Bidder to perform and/or provide the
Workrequired.
• The City reserves the right to reject any bid if the evidence submitted by, or
investigation of, the bidder fails to satisfy the City that he/she is properly qualified
To carry out the obligations of any Contract that is made from this award.
• Has adequate financial means to meet obligations incidental to the work; and
• Such other factors as the City deem to be pertinent to either the bid or the contract.
d. Responsiveness - The determination of the proposer's responsiveness will be made by the
City based on a consideration of whether the proposer has submitted complete proposal
documents meeting proposal requirements without irregularities, excisions, special
conditions, or alternatives proposals for any item unless specifically requested in the
proposal solicitation.
e. The City is subject to making records available for disclosure after the City of Stockbridge
approval of the recommendation. The award shall be made by the City Council of
Stockbridge unless the lowest, qualified bid is less than the City Councils' approval limit.
No claim shall be made by the selected Proposer for loss of profit if the contract is not
awarded or awarded for less work than is indicated and for less than the amount of the
proposal. The total of the awarded contract shall not exceed the available funds allocated
for the proposal project.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
19
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.33 NEGOTIATION AND AWARD
It is the City’s intent to conduct the first negotiation meeting no later than thirty (30) days after
the final ranking by the Committee. At least one (1) of the representatives for the firm
participating in negotiations with the City must be authorized to bind the firm. In the event that
the negotiations are not successful within a reasonable timeframe (notification will be provided
to the firm) an impasse will be declared and negotiations with the first-ranked firm will cease.
Negotiations will begin with the next ranked firm. This process shall continue until the City
successfully negotiates a Contract.
2.34 DISQUALIFICATION OF PROPOSERS
The submission of more than one (1) proposal to the City as the primary Proposer or member
of a joint venture for the same work by and individual firm, partnership, or corporation
under the same or different names may be grounds for disqualification of a Proposer and the
rejectionof the proposal.
2.35 RESERVED RIGHTS
The City reserves the right to accept or reject any and/or all proposals, to waive irregularities
and technicalities, and to request resubmission. Any sole response that is received may or may
not be rejected by the City depending on available competition and timely needs of the City.
There is no obligation on the part of the City to award the contract to the lowest proposer and
the City reserves the right to award the contract to the responsible proposers submitting
responsive proposals with resulting agreements most advantageous and in the best interest of
the City. The City shall be the sole judge of the proposals and the resulting agreements that are
in its best interest and its decision shall be final. Also, the City reserves the right to make such
investigation as it deems necessary to determine the ability of any proposer to perform the work
or service requested. Information the City deems necessary to make this determination shall be
provided by the proposer. Such information may include, but shall not be limited to, current
financial statements by an independent CPA; verification of availability of personnel; and past
performance records.
Proposers failing to include all documents in the submittal package as required by the proposal
requirements may cause the proposal to be declared as non-responsive and be rejected. The
failure to follow instructions in completing any part of the proposal package may also cause the
proposal to be declared non-responsive and be rejected.
2.36 APPLICABLE LAWS
All applicable laws and regulations of the State of Georgia and ordinances and regulations of
City shall apply. This solicitation is being conducted in accordance with all applicable
provisions of the City of Stockbridge Code of Ordinances. By submitting a proposal/Bid in
reference to this solicitation, a Proposer acknowledges that it is familiar with all laws applicable
to this solicitation, including, but not limited to, the City’s Code of Ordinances, which laws are
incorporated into this solicitation by reference.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
20
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.37 CONTROLLING LAW, VENUE
Any dispute arising as a result of this proposal and/or an Agreement which was created from
the terms, conditions and specifications of this document or their interpretation, litigation shall
only be entered into and shall be performed in Stockbridge, Georgia. This Agreement shall be
governed by the applicable laws of the City of Stockbridge and the State of Georgia. Any
dispute arising out of the agreement, this proposal solicitation, its interpretations, or its
performance shall be litigated only in the City of Henry Judicial Courts.

2.38 PROPOSER AS INDEPENDENT PROPOSER
In conducting its business hereunder, Proposer acts as an independent Consultant and not as an
employee or agent of City. The selection, retention, assignment, direction, and payment of
Proposer's employees shall be the sole responsibility of Consultant.
2.39 ASSIGNMENT
The Agreement, in whole or any part hereof, created by the award to the successful Proposer
shall not be sold, not be assigned or transferred by Proposer by process or operation of law or
in any other manner whatsoever, including intra-corporate transfers or reorganizations
between or among a subsidiary of Proposer, or with a business entity which is merged or
consolidated with Proposer or which purchases a majority or controlling interest in the
ownership or assets of Proposer without the prior written consent of the City of Stockbridge.
2.40 PERFORMANCE OF CONTRACT
a. City reserves the right to enforce the Consultant's performance of this Agreement in any
manner prescribed by law or deemed to be in the best interest of the City in the event of
breach or default or resulting contract award. It will be understood that time is of the
essence in the proposer's performance.
b. The successful Proposer shall execute the entire work described in the Contract
Documents, except to the extent specifically indicated in the Contract documents to be the
responsibility of others.
c. The Proposer accepts the relationship of trust and confidence established by the award of
this proposal solicitation. The Proposer covenants with the City to utilize the Proposer's best
skill, efforts, and judgment in furthering the interest of the City; to furnish efficient
business administration and supervision; to make best efforts to furnish at all times an
adequate supply of workers and materials; and to perform the work in the best way and most
expeditious andeconomical manner consistent with the interest of the City,
d. All purchases for goods or services are subject to the availability of funds for this particular
purpose.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
21
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.41 DEFAULT AND TERMINATION
a. Termination by Consultant
The agreement resulting from this proposal shall be subject to termination by Consultant in
the event of any one or more of the following events:
The default by City in the performance of any of the terms, covenants or conditions of this
Agreement, and the failure of City to remedy, or undertake to remedy such default, for a
period of thirty (30) days after receipt of notice from Proposer to remedy the same.
b. Termination by City
The agreement resulting from this proposal shall be subject to termination by the City at
any time in the opinion of the City; the Proposer fails to carry out the contract
provisions of any one or more of the following events:
(1) The default by Consultant in the performance of any of the terms, covenants or
conditions of the Agreement, and the failure of Proposer to remedy, or undertake to
remedy with sufficient forces and to the City's reasonable satisfaction, the City shall
provide the vendor with notice of any conditions which violate or endanger the
performance of the Agreement. If after such notice the Proposer fails to remedy such
conditions within thirty (30) days to the satisfaction of the City, the City may
exercise their option in writing to terminate the Agreement without further notice to
the Proposer and order the Proposer to stop work immediately and vacate the
premises, to cancel ordered products and/or services with no expense to the City.
(2) Consultant files a voluntary petition in bankruptcy, including a reorganization plan,
makes a general or other assignment for the benefit of creditors, is adjudicated as
bankrupt or if a receiver is appointed for the benefit of creditors, is adjudicated as
bankrupt or if a receiver is appointed for the property or affairs of Proposer and such
receivership is not vacated within thirty (30) days after the appointment of such
receiver.
(3) Consultants' failure to conduct services according to the approved proposal
specifications.

(4) Consultants' failure to keep, perform, or observe any other term or condition of
this Agreement.

(5) Consultant's performance of the contract is unmeasurably delayed.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
22
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

(6) Should the successful Proposer fail to provide the commodities or services when
ordered, and in accordance with the General Terms and Conditions,
specifications and any other requirements contained herein are not met, the City
reserves the right to purchase commodities or services covered by this contract
elsewhere if available from an alternate source.
(7) The Proposer agrees by its proposal submission that the City's decision is
final and valid.

c. Force Majeure
Neither party shall be held to be in breach of the Agreement resulting from this proposal,
because of any failure to perform any of its obligations hereunder if said failure is due to
any act of God, fire, flood, accident, strike, riot, insurrection, war, or any other cause over
which that party has no control. Such party shall give notice and full particulars of such
Force Majeure in writing to the other party within a reasonable time after occurrence of the
event and the obligation of the party giving such notice shall endeavor to remove or
overcome such ability with all reasonable dispatch.
d. Waiver
The waiver of any breach, violation, or default in or with respect to the performance or
observance of the covenants and conditions contained herein shall not be taken to
constitute a waiver any subsequent breach, violation, or default in or with respect to the
same or any other covenant or condition hereof.

2.42 INVOICES
Invoices and/or statements should not be faxed but originals must be mailed directly to:

City of Stockbridge, City Hall
Finance Department Accounts Payable
4640 N. Henry Boulevard Stockbridge, GA 30281

2.43 PAYMENT
Payment shall be tendered to the successful Proposer upon acceptance and approval by the City
for satisfactory compliance with the general terms, conditions, and specifications of the
proposal; by completed services; verification of delivery of products; assurance that the
product/service performs as specified and warranted, and receipt of a valid invoice.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
23
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.44 INSURANCE RISK MANAGEMENT PROVISIONS
Insurance and Risk Management provisions and Indemnification and Hold Harmless provisions
are outlined in Form G of this RFP. Upon award, the successful Proposer must obtain at their
expense, a Certificate of Insurance (“COI”) with policy limits equal to or greater than the limits
outlined in – DETAILED SCOPE OF SERVICES.
Proof of insurance must be provided to the City prior to the start of any activities/services as
described in the bid document(s). Any and all insurance coverage(s) and/or bonds required
under the terms and conditions of the contract shall be maintained during the entire term of the
contract, including any extensions or renewals thereto, and until all work has been completed
to the satisfaction of the City.
2.45 ACCURACY OF RFP AND RELATED DOCUMENTS
The City assumes no responsibility that the specified technical and background information
presented in this RFP, or otherwise distributed or made available during this procurement
process, is complete or accurate. Without limiting the generality of the foregoing, the City will
not be bound by or be responsible for any explanation or interpretation of the Proposal
documents other than those given in writing as an addendum to this RFP.
Should a recipient of this RFP find discrepancies in or omissions from this RFP and related
documents, the recipient of this RFP shall immediately notify the Purchasing Contact Person
identified in Section 2.5 in writing at the following address: City of Stockbridge Purchasing
Division City Hall, 4640 North Henry Boulevard, Stockbridge, Georgia, 30281. A written
addendum, if necessary, then will be made available to each recipient of this RFP.
2.46 RESPONSIBILITY OF PROPOSER
Each Proposer is encouraged to conduct all necessary investigations and review all available
and relevant data and information, which are necessary in its judgment in order to assume this
responsibility prior to the submittal of its Proposal. Proposers are reminded that they should
only contact the person designated by the RFP.
Each proposer shall fully acquaint him/herself with conditions relating to the scope and
restrictions attending the execution of the work under the contract. It is also expected that the
Proposer will obtain information concerning the conditions at locations that may affect its work.
Except with respect to events or conditions, which are not discoverable, the Proposer shall make
his/her own determination as to conditions and shall assume all risk and responsibility and shall
complete the work in and under conditions encountered or created, without extra cost to the
City.

Each proposer is responsible for any inspections of sites if applicable and for reading and being
thoroughly familiar with the contract documents and requirements. The failure or omission of
any proposer to so familiarize him/herself shall in no way relieve the proposer from any
obligation in respect to his/her proposal.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
24
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.47 PUBLIC RECORDS DISCLOSURE:
All solicitations submitted to the City are subject to public disclosure pursuant to
Georgia’s Open Records Act.
2.48 CONFIDENTIAL INFORMATION
If any Proposal contains technical, financial, or other confidential information that the Proposer
believes is exempt from disclosure, the Proposer must clearly label the specific portions sought
to be kept confidential and specify on what the exemption is based. The City, at its sole
discretion and subject to applicable law, will determine whether such exemption applies. The
City has sole discretion to make such determination regarding the disclosure of information,
and by responding to this RFP, Proposers waive any challenge to the City’s decisions in this
regard. Marking all or substantially all a Proposal as confidential may result in the Proposer
being deemed non-responsive to this RFP.
Notwithstanding the foregoing, Proposers recognize and agree that the City, its staff, and its
Proposers will not be responsible or liable in any way for any losses that the Proposer may
suffer from the disclosure of information or materials to third parties.
2.49 CITY RIGHTS AND OPTIONS
a. This RFP constitutes an invitation to submit Proposals to the City. Without limitation or
penalty, the City reserves and holds at its sole discretion, the following rights, and options:
b. This RFP does not obligate the City to select, procure or contract for any services
whatsoever.
c. The City reserves the right to award a contract based on this RFP and the proposal(s) received
(in whole or in part) to one or several vendors.

d. The City reserves the right to change or alter the schedule for any events associated with this
procurement and, if required, notify the Proposers. A Proposer, by submitting a Proposal,
agrees to be bound by any modifications made by the City.

e. All costs incurred by a Proposer in connection with responding to this RFP, the evaluation
and selection process undertaken in connection with this procurement, and any negotiations
with the City will be borne by the Proposer.
f. The City reserves the right to reject all Proposals and components thereof to eliminate all
Proposers responding to this RFP from further consideration for this procurement, and to
notify such Proposers of the City's determination.
g. The City may cancel this RFP without the substitution of another RFP and terminate this
procurement at any time without any liability whatsoever.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
25
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

h. The City reserves the right to waive any technicalities or irregularities in the Proposals.

i. The City reserves the right to eliminate any Proposer who submits incomplete or inadequate
responses or is not responsive to the requirements of this RFP.

j. The City may request Proposers to send representatives to the City for interviews and
presentations.

k. To the extent deemed appropriate by the City, the City may select and enter discussion and
negotiations with the Proposer(s) submitting Proposal(s), which are found to be reasonably
susceptible for award.
l. The City reserves the right to discontinue negotiations with any selected Proposer.

m. The City reserves the right, without prior notice, to supplement, amend, or otherwise modify
this RFP.
n. All Proposals (other than portions thereof subject to patent or copyright protection) become
the property of the City and will not be returned, and the City reserves the right to utilize all
such information contained in the Proposals without further cost to the City

o. The City may add to or delete from the Project Scope of Service specifications set forth in
this RFP.
p. Any and all Proposals not received by the Proposal Submission Date shall be rejected and
returned unopened.
q. Neither the City, its staff, its representatives, nor any of its consultants or attorneys will be
liable for any claims or damages resulting from the solicitation, collection, review, or
evaluation of responses to this RFP.

r. The City, including its representatives and consultants, reserves the right to visit and
examine any of the facilities referenced in any Proposal and to observe and investigate the
operations of such facilities.
s. By responding to this RFP, Proposers acknowledge and consent to the rights and conditions
set forth in this RFP.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
26
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.50 COST OF PROPOSAL PREPARATION AND SELECTION PROCESS
Each Proposal, including preparation of all information required to be included in a Proposal
pursuant to this RFP, shall be prepared at the sole cost and expense (including, but not limited
to, engineering and legal costs) of the Proposer.
In addition, the Proposer shall be solely responsible for all costs (including engineering and
legal costs) incurred by such Proposer in connection with this selection process, including any
costs incurred by the Proposer in any subsequent negotiations entered in connection with
developing the Proposal. There shall be no claims whatsoever against the City, its staff, or its
consultants for reimbursement for the costs or expenses (including, but not limited to,
engineering and legal costs) incurred during the preparation of the Proposal or other information
required by this RFP or procurement process or in connection with the selection process or any
negotiations.

2.51 TERMINATION OF NEGOTIATIONS
The City at its sole discretion may, at any time, to the extent permitted by Applicable Law,
exclude a Proposer from further participation in any negotiation process if the City determines
that such Proposer is failing to progress in the negotiations or if the terms of its Proposal are
less advantageous than those of other Proposers and such Proposer is deemed to be no longer
susceptible of selection. The City will give written notice of its decision to the Proposer, which
shall be sent in writing, signed by the City.
2.52 ADDITIONAL OR SUPPLEMENTAL INFORMATION
After receipt of the submittals, the City will evaluate the responses, including the references,
financial statements, experience, and other data relating to the Respondent’s qualifications. If
requested by the City of Stockbridge Purchasing Division, Respondent’s maybe required to
submit additional or supplemental information to determine whether the Respondent meets all
the qualification requirements. If not with its response, such evidence must be submitted to the
City no later than five (5) business days from request of the Purchasing Manager.
2.53 REPORTING RESPONSIBILITIES
The successful Proposer will report directly to the Finance Director or designated
representative.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
27
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.54 GEORGIA SECURITY AND IMMIGRATION COMPLIANCE ACT
This Request For Proposals is subject to the Georgia Security & Immigration Compliance Act.
Effective July 1, 2013, bidders and proposers are notified that all bids/proposals for services
that are to be physically performed within the State of Georgia must be accompanied by proof
of their registration with and continuing and future participation in the E-Verify program
established by the United States Department of Homeland Security. Physical performance of
services means any performance of labor or services for a public employer using a bidding
process or by contract wherein the labor or services exceed $2,499.99 (except for services
performed by an individual who is licensed pursuant to Title 26, Title 43, or the State Bar of
Georgia).
A completed affidavit must be submitted on the top of the bid/proposal at the time of
submission, prior to the time for opening bids/proposals. Under state law, the City cannot
consider any bid/proposal which does not include a completed affidavit. It is not the intent of
this notice to provide detailed information or legal advice concerning the Georgia Security &
Immigration Compliance Act.
All bidders/proposers intending to do business with the City are responsible for independently
apprising themselves and complying with the requirements of that law and its effect on City
procurements and their participation in those procurements.
For additional information on the E-Verify program or to enroll in the program, go
to: HTTPs://e-verify.uscis.gov/enroll.
2.55 AUTHORIZATION TO TRANSACT BUSINESS
If the Proposer is a Georgia corporation, the corporation, prior to contract execution, shall
submit documentary evidence from the Secretary of State that the Corporation is in good
standing and that the corporation is authorized to transact business in the State of Georgia.
If the Proposer is a foreign (non-Georgia) corporation, the corporation, prior to contract
execution shall submit a Certificate of Authority and documentary evidence from the Georgia
Secretary of State of good standing which reflects that the corporation is authorized to do
business in the State of Georgia.
2.56 PAYMENT
Invoices for payment will be submitted as services are completed, but no more than once a
month, for the duration of the Contract. Invoices will be subject to verifications and approval
by the Requesting Department. Payment will be based on receipt of individually completed
check lists and upon inspection by the City’s Authorized Representative of the work / services
performed.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
28
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2.57 CERTIFICATE OF ACCEPTANCE
By responding to this RFP, Offeror acknowledges that he/she has read this solicitation
document, including any addenda, exhibits, attachments, and/or appendices in its entirety, and
agrees that no pages or parts of the document have been omitted, that he/she understands,
accepts, and agrees to fully comply with the requirements therein.
2.58 CERTIFICATION REGARDING DEBARMENT
By responding to this RFP, Offeror certifies that neither it nor its subconsultant are
presently debarred, suspended, proposed for debarment, declared ineligible, or otherwise
excluded from doing business with any government agency. Any such exclusion may cause
prohibition of your firm from participating in any procurement by the City.
2.59 GENERAL REQUIREMENTS
a. Proposals may be withdrawn upon receipt of a written request prior to the Stated due date
and time. If a firm seeks to withdraw a proposal after the due date and time, the firm must
present a notarized statement indicating that an error was made, with an explanation of how
it occurred. The withdrawal request must be accompanied by documentation supporting the
claim.
b. City of Stockbridge shall be the sole judge of the quality and the applicability of all
proposals. Design, features, overall quality, local facilities, terms, and other pertinent
considerations will be considered in determining acceptability.
c. The successful Offeror must assume full responsibility for delivery of all goods and services
proposed.
d. The successful Offeror must assume full responsibility for replacement of all defective or
damaged goods and/or performance of contracted services within thirty (30) days’ notice by
the City of such defect, damage, or deficiency.
e. The successful Offeror must assume full responsibility for providing warranty service on all
goods, materials, or equipment provided to the City with warranty coverage. Should a vendor
be other than the manufacturer, the vendor and not the City is responsible for contacting the
manufacturer. The Offeror is solely responsible for arranging for the service to be performed.
f. The successful Offeror shall be responsible for the proper training and certification of
personnel used in the performance of the services proposed.
g. The successful Offeror shall not assign, transfer, convey, sublet, or otherwise dispose of any
contract resulting from the RFP or of any of its rights, title, or interest therein without prior
written consent of the Council.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
29
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

h. In case of default by the successful Offeror, City of Stockbridge may procure the articles or services
from another source and hold the successful Vendor responsible for any resultantexcess cost.

i. All proposals and bids submitted to the City of Stockbridge subject to the Georgia “Open Records
Act,” Official Code of Georgia, Annotated (O.C.G.A.) § 50-18- 70 et seq.

2.60 MULTI-YEAR CONTRACT TERM (NOT APPLICABLE)
The period of this Agreement shall consist of a series of Terms as defined below. The City is
obligated only to pay such compensation under this Agreement as may lawfully be made from
funds budgeted and appropriated for that purpose during the City’s then current fiscal year.
Commencement Term
The “Commencement Term” of this Agreement shall begin on the date of execution of the
Agreement in the year January 1, XXX, the starting date, and shall end absolutely and without
further obligation on the part of the City on the 31st day of December XXX. The
Commencement Term shall be subject to events of termination and the City’s termination
rights that are described elsewhere in this Agreement. Notwithstanding anything contained in
this Agreement, the City’s obligation to make payments provided under this Agreement shall
be subject to the City’s annual appropriations of funds for the goods, services, materials,
property and/or supplies procured under this Agreement by the City’s governing body and
such obligation shall not constitute a pledge of the City’s full faith and credit within the
meaning of any constitutional debt limitation.
Renewal Terms
Unless the terms of this Agreement are fulfilled with no further obligation of the part of either
party on or before the final date of the Commencement Term as stated above, or unless an
event of termination as defined within this Agreement occurs during the Commencement
Term, this Agreement may be renewed at the written option of the City upon the approval of
the City Council for four (4) one-year (“Renewal Terms”). However, no Renewal Term of
this Agreement shall be authorized, nor shall any Renewal Term of this Agreement
commence unless and until each Renewal Term has first been approved in writing by the City
Manager or City Council for the calendar year of such Renewal Term. If approved by the
City Council, the First Renewal Term shall begin on the 1st day of January, XXXX and shall
end no later than the 31st day of December XXXX. If approved by the City Manager or City
Council, the Second Renewal Term shall begin on the 1st day of January XXXX and shall
end no later than the 31st day of December, XXXX. If the City chooses not to exercise any
Renewal Term as provided in this Section, then the Term of this Agreement then in effect
shall also be deemed the “Ending Term” with no further obligation on the party of either
party.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
30
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281
SECTION 3.0

3.1 SUBMISSION REQUIREMENTS
All Proposals, including all attachments, must be received by the City in a sealed package no
later than Thursday, June 9th, 2022, at 3:00 PM, EDT via Cisco WebEx and must be
addressed to:

REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Procurement Division
4640 N. Henry Blvd., Stockbridge GA 30281
The Proposal shall consist of all documents listed on the Required Submittal Checklist,
Evaluation Criteria, and the Scope of Services. The Proposal shall include proposer
information, technical information, business related information, and any Technical Proposal
forms requested, sealed, marked, and packaged.

The Proposal must be signed and acknowledged by the Proposer, including certain information
to be provided under oath as required under applicable law, in accordance with the instructions
herein and the various proposal forms.

Each envelope or package shall be clearly marked as follows:

REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
CITY OF STOCKBRIDGE, CITY HALL
Proposer's Name and Address
The Request For Proposals (RFP) requirements, responses shall consist of one (1) signed,
original that is marked “ORIGINAL” and five (5) bound photocopies that are identical to the
original and marked “COPY” and one (1) flash drive containing a pdf format of the RFP
submittal. Minimum font size of eleven (11) shall be used. All pages shall be single sided.
Failure to submit the RFP response in the manner specified herein or failure to closed identical
permanently bound copies of the original materials in each response copy submitted may result
in the disqualification of the entire submittal.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
31
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

3.2 OVERVIEW OF PROPOSAL REQUIREMENTS
Proposers shall submit Proposals in accordance with the content and format requirements set
forth in this RFP. Proposals should be clearly organized and structured in a manner that allows
materials included in the document to be located easily.
The City reserves the right to determine, at its sole discretion, whether any aspect of the
Proposal meets the requirements set forth in this section.
Response packages do not have to be professionally produced nor professionally packaged.
Regarding the Evaluation Criteria: each firm has a continuing obligation to provide the City
with any material changes to the information requested. The City reserves the right to obtain
additional information from interested individuals /firms. To assure consistency, proposals must
conform to the format contained herein. Paper size: 8½” x 11”. Larger charts and graphs may
be provided if folded neatly to 8½” x 11” and the following items, in the order presented below,
with tabs between the sections must be included:

Evaluation Criteria Tab Number
The Proposal shall include the appropriate and requested information in enough detail
to demonstrate the Proposer’s knowledge, skills, and abilities to provide requested
services and will be reviewed and evaluated based on each Proposer’s responses to the
criteria described below.
Provide answers below. If you are submitting a response as a joint venture, you must
respond to each question for each entity forming the joint venture. When entire
response cannot be entered, a summary, followed with a page number reference
where a complete response can be found is acceptable
Section 1 – Letter of Transmittal
Tab 1
The Proposer’s name, mailing address, telephone number and nearest office location.
Letter of Transmittal. Letter transmitting the Proposal, identifying the team members,
and providing a designated point of contact, including name, title, address, email
address, and telephone and fax numbers of one (1) individual to whom all future
correspondence and/or communications should be directed by the City concerning this
solicitation. The letter should include a narrative statement of the Consultant’s
approach to providing the Services solicited in this RFP for the Downtown Pedestrian
and Bicycle Connectivity Study.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
32
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Section 2 – Executive Summary

Proposer shall submit a description of the study process and methodology, data gathering
techniques and findings, and general outcomes; A description of the public participation Tab 2
process used to achieve a community-supported program of improvements.

a. Total number of company's local full-time employees
b. Year company was established
c. Description of the company's background and size.
d. Description of the company’s corporate structure, including whether the company is
under the control of any other corporation or organization. Include the legal status of
the organization.

Section 3 – Project Team Qualifications/Qualifications of Key Personnel Staffing Tab 3

a. Proposer shall provide a team/staff who has a minimum of five (5) years' experience
providing Downtown Pedestrian and Bicycle Connectivity Study to a governmental
entity that is similar in size and scope as the City of Stockbridge.

b. The Contractor shall provide a Project Manager that will be responsible for managing
and overseeing services provided in all service areas and ensuring quality control. The
Project Manager shall be responsible for all aspects of the successful implementation
and management of the Downtown Pedestrian and Bicycle Connectivity Study. The
Project Manager must provide pro-active recommendations to the City for Downtown
Pedestrian and Bicycle Connectivity Study Proposer shall provide the resumes and any
professional license information for each key personnel proposed for this project,
specifically, those of the Project Manager and the Principle-in-Charge, and all other
personnel to be assigned to this project.

c. The resumes shall reflect their responsibilities, previous and current, experience.
educational and professional history; and length of time employed by the firm as a
full-time employee. Resumes shall be limited to no more than three (3) pages per
person and be organized according to the following:

• Name and title.
• Professional Background.
• Current and Past Relevant Experience.
• Relevant Training and Education.
• Courses completed during the past five (5) Years.
• Previous Work Experience related Downtown Pedestrian and Bicycle Connectivity
Study.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
33
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281
d. Include the role and responsibilities that each key personnel member will perform
on this project.

e. Proposer shall provide a Team Directory showing each team member and include
the following for each team member listed: firm name; corporate home office
location; address, phone number and e-mail addresses; and

f. Provide details of how Managers/Lead Workers shall use their experience
and training to prevent, detect and control adverse conditions. Describe in detail
the method to be used for physically inspecting Downtown Pedestrian and Bicycle
Connectivity Study.

g. Proposer shall provide an organizational chart which clearly indicates each
discipline, company name, principal-in-charge, Project Manager and Technician(s)
assigned with the overall project coordination.

II. Availability of Key Personnel
Based on the scope of services, state percentage of time key personnel will spend on
this project. Please provide the following information for the proposed Project Manager
and their support team:
a. Percentage of time key personnel will spend on this project; and
b. Current workload of key personnel.
c. Please list contractor's licenses, certifications, and education qualifications as it
relates to Downtown Pedestrian and Bicycle Connectivity Study.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
34
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Section 4 – Past Performance
Past Performance - Describe proposer’s experience in renovation of
buildings/community centers for the past five (5) years regarding the proposer.
Include the following for each project:
• Project name
Tab 4
• Location e. Date of completion (month, year)
• Company role and responsibility for the project.
• List Proposer’s key personnel involved on the project.
• Provide references including contact name, title, organization, address,
phone,and email address for all cited projects completed and active.
Provide names, email addresses and phone numbers of three government customers
with comparable volumes and origination types, who have been contracting the
services requested in this RFP.
Section 5 – Implementation Strategy

1. Describe the organizational structure and process that will be used to ensure the
action plan items are implemented. Focus should be given to collaboration
opportunities with other organizations and strategies to ensure continued
support from local elected officials, citizens, and businesses.

2. A 100-day Action plan shall be developed to include no-cost or very low-cost
actions and organizational steps needed to keep momentum going and the Tab 5
stakeholders involved and sharing responsibility for the plan’s success.

3. An evaluation process used to monitor plan implementation and update the
action plan every five years (or more often if need), should be identified.

4. Include a summary of the market analysis and economic development
recommendations in the planning document and executive summary and
provide the full market/fiscal feasibility report.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
35
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281
Section 6 – Project Approach

A. Project Approach

Provide a statement describing the Scope of Work as you understand it. Describe the
Tab 6
approach, means, methods, and procedures to be used to gather data, analyze findings,
perform community engagement tasks, and develop recommendations as requested.
Include any information demonstrating understanding and insights related to the
Projects Scope of Work.

B. Project Timeline

Provide a proposed schedule of tasks including key milestones for deliverables. It is
expected that the work will commence as soon as possible after the contract is awarded.

C. Agents and Address

Identify who will be the project manager and key staff assigned if awarded. Provide
resumes summarizing the qualifications and experience of the individuals who will be
conducting the study. Include specific information on the staff’s experience with
planning, market analysis, and community engagement.

Identify any sub-consultants and provide a summary of their scope of services. List the
address, email address, and telephone number of the offices from which the services are
to be provided.
Section 7 - Cost Proposal
• The cost proposal must be submitted in a separate, sealed envelope with the
responder’s name and “Cost Proposal for “City of Stockbridge (RFP) No. 2022 Tab 7
– 0012 Downtown Pedestrian and Bicycle Connectivity Study.

• Provide a proposed cost approach and fee itemized by each work task as outline
in the Scope of Work that identifies standard hourly billing rate for each staff
member anticipated to work on the Project; estimated reimbursable expenses;
and a rate schedule for computing any extra work not specified in the contracted
Scope of Work.

• Do Not Include Fees Or Costs In Any Area Outside Of This Cost Proposal.
Including fees in any area outside of the Cost Proposal in its separate, sealed
envelope may result in Responder’s proposal being deemed non-responsive.

• Responders are required to submit their costs on Cost Proposal Forms
Responder shall not alter the cost proposal form.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
36
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281
Section 8 – Location
Identify the office location responsible for this project. Supply legal firm name, Tab 8
headquarters address, local office addresses, satellite offices and warehouse addresses,
if applicable. State of incorporation, and key firm contact names with their phone
numbers and e-mail addresses.

Section 9 – Similar or Related Projects and References
Tab 9
For the consultant and any sub-consultants, describe at least three (3) similar or
related projects successfully completed within the last five (5) years and include the
name, address, telephone number, and an e-mail address for reference checks.
Section 10 - Proposer Financial Information
a. It is the practice of the City to conduct a review of a firm’s financial
responsibility in order to determine the firm’s capability to successfully Tab 10
perform the work.
b. If submitting as a Joint Venture, Partnership, Limited Liability Corporation or
Limited Liability Partnership, the financials must be submitted for each entity
that comprises the prime Proposer.

The following documentation is required in order for the City to evaluate financial
responsibility:

a. Provide your firm’s most recent balance sheets.
b. Provide your firm’s most recent Dun & Bradstreet, Value Line Reports, or
othercredit ratings/report.
c. Identify any evidence of access to a line or letter of credit. The evidence must
be provided by a financial institution.
d. Provide a sworn statement that your firm has not filed petition(s) for Federal
Bankruptcy or state insolvency. The statement must be notarized.

Section 11 – Litigation
The City will consider a vendor's litigation history information in its review and
determination of responsibility. All vendors are required to disclose to the City all Tab 11
"material" cases filed, pending, or resolved during the last three (3) years prior to the
solicitation response due date, whether such cases were brought by or against the
vendor, any parent or subsidiary of the vendor, or any predecessor organization.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
37
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

If the vendor is a Joint Venture, the information provided should encompass the Joint
Venture (if it is not newly formed for purposes of responding to the solicitation) and
each of the entities forming the Joint Venture. Although the review of a vendor's
litigation history is an issue of responsibility, the failure to provide litigation history as
required in the Evaluation Criteria may result in a recommendation of non-
responsiveness by the Purchasing Manager.
Section 12 - Business Licenses, Licenses, and Insurance
Evidence that your proposer and/or persons performing the work are licensed to do
business in the State of Georgia. Proof of insurance as listed. Evidence of possession Tab 12
of required licenses or business permits.

Section 13 – References

Proposer is required to submit completed Reference Verification Forms for
previous projects referenced in its submittal. Proposer should use the appropriate
reference form to distribute to its reference organization/firm to complete and return to Tab 13
the proposer’s attention. Proposer should submit the completed Reference Verification
Form with its response. The City will verify references provided as part of the review
process. Provide a minimum of five (5) references that are comparable in scope, size,
and clients within the last five (5) years. Governmental/Public entities are preferred.
See Attached – Reference Verification Form
Section 14 – Documents and forms required by the City
Tab 14
Please provide all other documents and forms not included in the above sections.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
38
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

PROPOSAL EVALUATION – SELECTION CRITERIA
City's selection of a firm shall be based upon the demonstrated competence and qualifications of the firms to
provide the type of service required. Each proposal will be evaluated and scored through a process by the
City's staff. The Proposer's submittal must fully address the requirements listed in this solicitation and the Firm's
degree of experience, knowledge, and ability to provide experienced and qualified support staff. The proposal
is not to have any exclusions, conditions or provisions applied to the aforementioned request. The following
criteria will be used for the evaluation:

Weight/Points Item
15 Quality and thoroughness of the proposal. Consultant understanding and approach to the required tasks
and needs

30 Related experience of the firm/team with similar projects comparable in type, size, and complexity. Overall
experience in planning, real estate market analysis and forecasts, development proformas, and community
engagement.

25 Demonstration of understanding and commitment to execute creative, contextual, and engaging
approaches to community engagement. Ability to reach under-represented citizens and their successful
inclusion into the engagement process.

15 Demonstrated ability to perform high quality work, to control costs, and to meet project schedules.

15 Pricing approach related to the tasks listed

Total points awarded for price will be determined by applying the following formula:
(Lowest Overall Cost /Proposer’s Price) x 15 = Price Score
Please note that prices may be negotiated in the best interest of the City after the scoring is completed

The City of Stockbridge reserves the right, in its sole discretion, to reject or accept any submittal it considers
to be non-responsive. Should the City of Stockbridge fail to reach agreement with any firm or teams initially
selected, the City reserves the right to commence negotiations with the next highest ranked firm or team.

The City of Stockbridge may select a firm without an interview or may choose to interview all or a limited
number of applicants.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
39
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

EXHIBIT I
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
SCOPE OF WORK

I. General: The work to be accomplished is in accordance with the Livable Centers Initiative (LCI)
program. Stockbridge has an LCI study which was updated in 2012. The City also has an
updated Comprehensive Plan (2018), Bicycle, Pedestrian and Trail Plan (2017), and a
Downtown Renaissance Strategic Vision & Plan (RSVP). This concept study will compile
recommendations from each of these publications.
II. Area covered: The study will cover a 0.8-mile segment of the downtown area of Stockbridge
including US 23 from East Atlanta Rd to Burke St.; Burke Street from US 23 to Davis Road;
Love Street from Burke St to East Atlanta Road, Jim Clark Dr. from MLK Sr. Heritage Trail to
Burke Street; MLK Sr. Heritage Trail from Lovejoy Street to Jim Clark Dr.; Lovejoy Street from
Burke St. to MLK Sr. Heritage Trail.
III. Goal: The Regional Transportation Planning Study (RTPS) program provides local governments
and community Improvement Districts funds for transportation plans, corridor studies and
feasibility studies that support the goals and objectives of the Atlanta Region’s Plan. The purpose
of these studies is to develop project concepts that improve safety, mobility, and access to all
roadway users, while also preparing them for advancement to Scope and/or PE phases (in future
TIP project solicitations).
IV. Project Objectives: The Stockbridge Downtown Pedestrian and Bicycle Connectivity Concept
Study will have the following objectives:
1. Development of a feasibility study and concept plan for the downtown pedestrian sidewalk
improvements along East Atlanta Road, Love Street, Burke Street, Lovejoy Street, Jim Clark
Drive, and Martin Luther King (MLK) Senior Trail. The proposed work includes
reconfiguration of the bridge on US 23, also known as the MLK Sr. bridge, for pedestrian and
bicycle accommodations and providing for an appropriate pedestrian
railroad crossing on Love Street.
2. Development of a feasibility study to provide bicycle paths and accommodations in the
downtown Stockbridge area.
3. Assess potential design constraints, right-of-way, utility, and environmental impacts and
determine mitigation or avoidance strategies.

4. Develop implementation plan with schedule, funding sources and project cost estimates.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
40
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

V. Work Tasks:
The work to be accomplished under this contract is divided into the following tasks:

Task 1 – Existing Conditions & Technical Analysis:

Conduct a thorough assessment of environmental and right-of-way needs and impacts for the
construction of accessible and adequately sized pedestrian sidewalks and bicycle paths, and
review and assess previous plans and existing conditions in the study area. Tasks include:

• Review and assessment of available base data, GIS information, property plats, relevant plans
and studies, engineering design plans for planned or programmed transportation projects in the
study area, current land use, regulations, zoning, or policies that impact the study area, and
developments and projects underway, permitted or programmed in the study area.

• Conduct environmental analysis and survey to determine potential impacts, and the need for
avoidance or mitigation, as relates to cultural and historic resources, MS4 permits, floodplains,
wetlands, stream buffer, erosion, existence of underground storage tanks, threatened and
endangered species, and other resources covered by NEPA.

• Research right-of-way (ROW) information to determine number of parcels, driveways,
easements, property owners, potential relocations and other impacts, and estimated costs for
acquisitions including easements.

• Identify pre-existing utilities that could be impacted by any of the concepts identified.

• Evaluate the possibility of placing existing utilities underground.

• Evaluate the requirements for a silent crossing or an elevated pedestrian and bicycle crossing
over the active railroad tracks on Love Street.

• Evaluate traffic operations and safety as relates to pedestrian street crossings particularly
crossings over the active railroad tracks and on the existing vehicle bridge.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
41
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Task 2 – Public Involvement & Agency Coordination:

The goal of this task is to develop a planning outreach process that promotes the involvement of all
stakeholders in the study area. A concerted effort to reach out to senior, low-income and minority
stakeholder populations should be made. The City and its consultants will be responsible for
designing an effective and innovative public involvement program with input from ARC. At a
minimum, the outreach process shall include the following:

• The City and consultant team will seek input and comments from a project advisory group of
major stakeholders. This group will include, at a minimum, representatives from City of
Stockbridge, ARC, GDOT District 3 Office, and adjacent property owners and residents. A
variety of techniques may be used to engage these stakeholders, such as in-person meetings,
conference calls, focus groups or stakeholder interviews.

• The City will conduct a minimum of two public involvement meetings. Engagement with the
public should educate about design alternatives and potential impacts, as well as, seeking input
and consensus on preferred concept, typical sections, or improvements. A variety of tools and
approaches should be used, including social media, surveys, and hosting outreach activities in the
study area if possible.

• The project’s ARC project manager must be notified of all stakeholder and public meetings
taking place. The City and consultant team must also provide ARC with monthly updates on
study progress and upcoming meetings. These updates may coincide with other meetings or may
be done via conference call or email.

• Project information will be uploaded to a project website (hosted by the City or the consultant) to
provide basic project information to the public, and shall include project materials, meeting
summaries, and design alternatives being considered, and shall provide the opportunity to leave
feedback. Project information and opportunities for input should also be shared on social media.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
42
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Task 3 –Alternatives Analysis & Concept Plan Development:

Prepare a concept layout, typical sections and with alternate concepts for bicycle and pedestrian
facilities and bridge reconfiguration project based on the existing conditions, technical analysis, and
public involvement. Specific elements shall include:

• Evaluation of the relative feasibility and constructability of alternative pedestrian pathways over
the active railroad track. An option for a separate pedestrian structure should be considered.

• Preferred and alternative alignments and typical sections for each streetscape/sidewalk segment
and bicycle path. Include the cost benefits of each alternative and document decision making
process for determining preferred alternative.

• Evaluation of innovative stormwater management alternatives and minimization of
environmental impacts. Concepts should also be consistent with ARC’s and GDOT’s complete
streets and other design policies and incorporate FHWA’s “Proven Safety Countermeasures”
where appropriate.

• Prepare a GDOT Concept Report for the preferred alternative concept, which includes analysis
of potential environmental impacts, ROW (temporary and permanent) and utility relocation cost
estimates (including railroads), and a concept layout and typical sections. Seek preliminary
review and comments of concept report from appropriate GDOT staff.

• Prepare an implementation schedule that identifies the logical phases of implementation,
potential funding or implementation partners, responsibilities, cost estimates, timeline, and
potential sources of funding for each phase.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
43
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Task 4 – Prepare Project Deliverables

The following shall be developed and submitted to the City of Stockbridge and ARC in the format
indicated below:

Deliverables:

• Stockbridge Downtown Pedestrian and Bicycle Connectivity Concept Study Summary
Document: Prepare a document summarizing the goals of the project, methodology, public
involvement process, existing conditions, technical analysis, and alternatives considered. Include
concept layout and typical sections for preferred alternatives.

• Completed GDOT Concept Report Form, including appendices (e.g., traffic and safety data,
environmental surveys, etc.).

Format:

• Single combined PDF of the final study summary report, including attachments or appendices,
concept layouts and typical sections.

• PDF of the completed GDOT Concept Report, including appendices.

• A USB thumb drive containing electronic files in their original formats with supporting graphics
and GIS or other data files (Word, Excel, InDesign, CAD, etc.).

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
44
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

COST PROPOSAL FORM
REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY

The undersigned, as Bidder, hereby declares that the only person or persons interested in the Bid as
principal or principals is or are named herein and that no other person than herein mentioned has any
interest in this Bid or in the Contract to be entered into; that this Bid is made without connection with
any other person, company or parties making a Bid; and that it is in all respects fair and in good faith
without collusion or fraud.
The Bidder further declares that he has examined the scope of work and informed himself fully in
regard to all conditions pertaining to the place where the work is to be done; that he has examined the
Specifications for the work and contractual documents relative thereto and has read all instructions to
specifications furnished prior to the openings of bids; that he has satisfied himself relative to the work
to be performed.

The Bidder proposes and agrees, if this Bid is accepted, to contract with the City of Stockbridge
Council, Stockbridge, Georgia, in the form of contact specified, to furnish all necessary materials,
equipment, machinery, tools, apparatus, means of transportation and labor necessary, and to complete
the specified scope of work.

The base bid may not be withdrawn or modified for a period. The City reserves the right to make
multiple awards and be the final approval of proposal(s) selection which would be the most
advantageous to the City with price and other factors considered.

DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
Dollar Amount in Words Dollar Amount in- Numbers

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
45
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Responder: Please complete the attached Cost Proposal Form and return them with this cover page.
The cost proposal must be submitted in a separate, sealed envelope with the Responder’s name and
“Request for Proposals No. 2022-0012 City of Stockbridge Downtown Pedestrian and Bicycle
Connectivity Study ” clearly identified on the outside of the envelope.

By signing this page, Responder acknowledges that he has carefully examined and fully understands
the Contract, Scope of Work, and other attached documents, and hereby agrees that if his proposal is
accepted, he will contract with the City of Stockbridge according to the Request for Proposal
documents.

Please provide the following information:

Name of Firm:

Address:

Contact Person Submitting Proposal:

Title of Contact Person:

Telephone Number:

Fax Number:

E-mail Address:

Signature of Contact Person

Title of Contact Person

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
46
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

3.3 REJECTION AND WITHDRAWAL OF PROPOSALS
a. Withdrawal of Proposal due to errors, the supplier has up to forty-eight (48) hours to notify the
Purchasing Department of an obvious clerical error made in calculation of proposal in order to
withdraw a proposal after proposal opening. Withdrawal of proposal for this reason must be
done in writing within the forty-eight-hour period.
b. The City may make a recommendation of the proposal to the City Council within 60 days
fromdate of the opening.
c. The City may reject all or part of the proposal within 60 days of proposal opening.

3.4 PROPOSAL AND CONTRACT DOCUMENTS
a. A proposal executed by an attorney or agent on behalf of the Bidder shall be accompanied by
an authenticated copy of the Power of Attorney or other evidence of authority to act on behalf
of the Bidder Corporation:

If the Bidder is a corporation, the bid must be submitted in the name of the
corporation, not simply the corporation's trade name. In addition, the bid shall be signed by an
officer of the corporation.

Partnership: If the Bidder is a partnership, all partners must sign the bid. If all the partners do
not sign the bid, then the names of all those except limited partners must be furnished on the
bid and evidence of the authority of the signer(s) to execute the bid on behalf of the
partnership.

Limited Liability Company (LLC): If the Bidder is a limited liability company, the authorized
agent having authority to bind the limited liability company must sign the bid documents.

Sole Proprietorship or Individual: If the Bidder is a sole proprietor or individual, a signature
is required on all bid documents by that individual.
b. The contract documents consist of this Agreement, Specifications and Addenda issued prior to
execution of this Agreement, other documents listed in this Agreement and Modifications
issued after execution of this Agreement. These form the Contract and are as fully a part of
the Contract as if attached to this Agreement or repeated herein. The Contract represents the
entire and integrated agreement between the parties hereto and supersedes prior negotiations,
representation, or agreements, either written or oral.
c. Contract Term - The time period of the agreement, if any is formed from this bid, will be
determined after the review and evaluation of the proposals/bid submitted by the successful
Contractor.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
47
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

3.5 ALTERATIONS OF SOLICITATION AND ASSOCIATED DOCUMENTS
Alterations of City documents are strictly prohibited and will result in automatic disqualification
of the proposer's solicitation response. If there are "exceptions" or comments to any of the
solicitation requirements or other language, then the proposer may make notes to those areas, but
may not materially alter any document language.

3.6 COST INCURRED BY VENDORS
All expenses involved with the preparation and submission of the RFP to the City of Stockbridge,
or any work performed in connection therewith is the responsibility of the vendor(s).

3.7 CODES, PERMITS, FEED, LICENSES AND LAW
a. All permits, fees, arrangements for inspections, licenses, and costs incurred for the same
shall be the sole responsibility of the successful Proposer. All materials, labor and
construction must comply with all applicable rules and regulations of local, state and/or
national codes, laws and ordinances of all authorities having jurisdiction over the project,
shall apply to the contract throughout and will be deemed to be included in the contract
the same as though herein written out in full.

a. State Law regarding Worker Verification requires that all who enter into a contract for
the physical performance of services with the City must satisfy O.C.G.A. §13-10-91 and
Rule 300-10-1-.02, in all manner, and such are conditions of the contract. By submitting
a proposal to the City contractor agrees that in the event the contractor employs or
contracts with any subcontractor(s) in connection with the covered contract, the
contractor will secure from the subcontractor(s) such subcontractor(s) indication of the
employee-number category applicable to the subcontractor, as well as attestation(s) from
such subcontractor(s) that they are complying. Such attestation(s) shall be maintained
and may be inspected by the City at any time. An affidavit of such compliance included
with the proposal must be signed by the contractor and will become part of the contract.
3.8 SAFETY
All vendors and subcontractors performing services are required and shall comply with all
Occupational Safety and Health Administration (OSHA), State and CITY Safety and
Occupational Health Standards and any other applicable rules and regulations. Also, all
contractors and subcontractors shall be held responsible for the safety of their employees and any
unsafe acts or conditions that may cause injury or damage to any persons or property within and
around the work site area under this contract.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
48
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

3.9 DESIGN, STANDARDS AND PRACTICES
Design, strength, quality of materials and workmanship must conform to the industry
Acceptable standards of engineering practices and/or professional services.

3.10 STATEMENT OF WARRANTY
A Statement of Warranty should include all applicable manufacturers' warranty and the
Contractor's warranty regarding equipment, materials, and workmanship. This statement shall
include the terms, conditions, and the period of warranty coverage. Any exclusion(s) must be
clearly stated.
3.11 NONDISCRIMINATION
Notwithstanding any other provision of this Agreement, during the performance of this
Agreement, Contractor, for itself, its heirs, personal representatives, successors in interest and
assigns, as part of the consideration of this Agreement does hereby covenant and agree, as a
covenant running with the land, that:
a. No person on the grounds of race, color, religion, sex, or national origin shall be
excluded from participation in, denied the benefits of, or otherwise be subjected to
discrimination.
b. In the production of the vehicle(s), and the furnishing of services therein or thereon, no
person on the grounds of race, color, religion, sex, or national origin shall be excluded
from participation in, or denied the benefits of, such activities, or otherwise be subjected to
discrimination.
3.12 DRUG FREE WORKPLACE CERTICATION
By signing the Supply Service Contract form, the Contractor certifies that the provisions of
Code Sections 50-24-1 through 50-24-6 of the Official Code of Georgia Annotated, relating to
The “Drugfree Workplace Act” have been complied with in full. The undersigned further
certifies that:
a. A drug-free workplace will be provided for the Contractor's employees during
performance of the contract; and
b. Each Contractor who hires a subcontractor to work in a drug-free workplace shall secure
from that subcontractor the following written certification:
"As part of the subcontracting agreement with (Contractor's name), (Subcontractor's
name) certifies to the Contractor that a drug-free workplace will be provided for the
subcontractor's employees during the performance of this Contract pursuant to
Paragraph (7) of Sub-section (b) of Code Section 50-24-3".

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
49
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

c. The Contractor further certifies that he will not engage in the unlawful manufacture, sale,
distribution, dispensation, possession, or use of a controlled substance or marijuana during
the performance of the Contract.
d. Contractor may be suspended, terminated, or debarred if it is determined that:
(1) The Contractor has made false certification hereinabove; or
(2) The Contractor has violated such certification by failure to carry out the requirements
of the Official Code of Georgia Section 5 0-24-3.

3.13 GEORGIA SECURITY AMD IMMIGRATION ACT
Pursuant to the Georgia Security and Immigration Compliance Act of 2006, the successful
Contractor understands and agrees that compliance with the requirements of O.C.G.A.13-10-
91 and Georgia Department of Labor Rule 300-10-02 are conditions of this proposal and
contract document. The Contractor further agrees that such compliance shall be attested by the
Contractor and any of his Subcontractors by execution of the appropriate Affidavit and
Agreement which will be included and become a part of the Agreement between the City of
Stockbridge and the successful Contractor.
3.14 SYSTEMATIC ALIEN VERIFICATION FOR ENTITLEMENTS (SAVE) PROGRAM
Since a contract has been deemed a "public benefit," the contractor or other party to the contract
must be run through the federal Systematic Alien Verification for Entitlements (SA VE)
Program. This program requires that local government verify the legal status of non-U.S.
citizens who apply for certain benefits. The contractor must execute a SA VE affidavit attesting
that either he or she is a U.S. citizen or legally qualified to receive the benefit. If the contractor
is not a U.S. citizen, then the local government must run that contractor through the SAVE
system. Only non-U.S. citizens can be processed through the SA VE program.

3.15 DELIVERY AND F.O.B. DESTINATION
a. All prices shall include shipping and delivery cost to our destination, F.O.B., Stockbridge,
Georgia, unless otherwise requested. The proposer shall handle all material procurement,
storage, and delivery to project site. Unless otherwise specified in this specification,
proposer shall supply all materials required. The City will grant no allowance for boxing,
crating or delivery unless specifically provided for in this proposal. The proposer shall
retain title for the risk of transportation, including the filing for loss or damages.

b. The City desires delivery of the product(s) or service(s) as specified at the earliest possible
time after the date of award. Unreasonable delivery may be cause for disqualifying a
proposal. Each firm shall state a definite delivery time and avoid using general terms such
as "ASAP" or approximately so many days.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
50
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

3.16 LOCAL VENDOR PREFERENCE (NOT APPLICABLE)
In the event that a responsive, responsible non-local business submits the lowest price bid,
and the bid submitted by one (1) or more responsive, responsible local businesses is within
five percent (5%) of the price submitted by the non-local business (and the other terms and
conditions of the two bids are substantially the same), then that local business shall have
the opportunity to submit, within five (5) working days of the notice of intent to award, a
final bid equal to or lower than the amount of the low bid previously submitted by the non-
local business. The contract shall then be awarded to the responsive, responsible business
submitting the lowest best and final bid. (See Section 3.30.100 - Competitive sealed bids)

3.17 CITY DIRECTION OF PROJECT SITE AND MONITORING OF WORK
a. The Contractor may have a Project Coordinator, but the project site shall remain under the
control of the City of Stockbridge. The Contractor shall provide and make available an
appointee to the City for project coordination and supervision of Proposer installation
personnel. Coordination consists of meeting with the City of Stockbridge representatives to
review the project; on site walk throughout of installation area(s) before the installation
begins; review installation procedures; review installation progress and to handle any
problems during installation until project completion.
b. The successful Proposer will promptly correct all work rejected by the City as faulty,
defective, or failing to conform to the Minimum Specifications and/or to consensus standards
adopted by both government and industry governing the repairs, whether observed before or
after substantial completion of the work, and whether fabricated, installed, or completed.
The successful Proposer will bear all costs of correcting such rejected work.
c. The Contractor shall insure all trash generated by work performed shall be removed from
the site and properly disposed as each work operation are completed in a given area.
Additionally, the Contractor shall ensure all disturbances to the area where the Contractor
performed work are restored to the same condition prior to start of the project. If an
inspection reveals that the Contractor fails to clean up after work has been performed. The
City will notify the Contractor of the discrepancy and the Contractor will have twenty-four
(24) hours to make the correction. Should the Contractor still fail to clean the area, the City
reserves the right to make other arrangements to have the area cleaned and the City shall
deduct the cost from the Contractor's invoice.
d. No one except authorized employees of the Contractor is allowed on the premises of the City
facilities. Contractor employees are not to be accompanied in their work area by
acquaintances, family members, assistants, or any other person unless said person is an
authorized employee of the Contractor.

e. All information disclosed by the City to the successful Contractor for the purpose of the
work to be done or information that comes to the attention of the successful Contractor while
performing such work is to be kept strictly confidential.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
51
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

3.18 CONTRACTOR AS INDEPENDENT CONTRACTOR
In conducting its business hereunder, Contractor acts as an independent contractor and not as
an employee or agent of City. The selection, retention, assignment, direction, and payment of
Contractor's employees shall be the sole responsibility of Contractor.

3.19 PRICE VALIDITY

Prices provided in this Request For Proposal (RFP) are valid for 120 days from the time of the
RFP opening. The City shall award contract within this period or shall request to the
recommended awarded vendor an extension to hold pricing, until products/services have been
awarded. Successful proposer awarded shall ensure that proper and sufficient staff, equipment,
organization, etc. will be provided for this contract to meet the specifications denoted herein at
a paramount level.

BID FORM SIGNATURE(S)
The Corporate Seal of

(Bidder - print the full name of your firm)
was hereunto affixed in the presence of:

(Authorized signing officer, Title)

(Seal)

(Authorized signing officer, Title)

IF THE BID IS A JOINT VENTURE OR PARTNERSHIP, ADD ADDITIONAL FORMS OF EXECUTION FOREACH
MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR FORMS AS ABOVE.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
52
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

INSURANCE AND RISK MANAGEMENT PROVISIONS
REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
City of Stockbridge Downtown Pedestrian and Bicycle Connectivity Study - copy of the Contractor’s
current evidence of insurance via a certificate of insurance MUST be provided with the response to
this RFP. A formal certificate shall be provided upon announcement that the selected qualified firm
has been awarded the work
It is The City of Stockbridge Government’s practice to obtain Certificates of Insurance from our
Contractors and Vendors. Insurance must be written by a licensed agent in a company licensed to write
insurance in the State of Georgia, with an A.M. Best rating of at least A- VI, subject to final approval
by The City of Stockbridge Government. Respondents shall submit with the Bid evidence of
insurability satisfactory to The City of Stockbridge Government as to form and content. Either of the
following forms of evidence is acceptable:
• A letter from an insurance carrier stating that upon your firm/company being the successful
Respondent that a Certificate of Insurance shall be issued in compliance with the Insurance and
Risk Management Provisions outlined below.
• A Certificate of Insurance complying with the Insurance and Risk Management Provisions
outlined below (Request for Bid number and Scope of Services must appear on the Certificate of
Insurance).
• A combination of specific policies written with an umbrella policy covering liabilities in excess of
the required limits is acceptable to achieve the applicable insurance coverage levels.

Upon award, the Contractor must maintain at their expense, insurance with policy limits equal to or
greater than the limits described below. Proof of insurance must be provided to The City of Stockbridge
Government prior to the start of any activities/services as described in the bid document(s). Any and
all Insurance Coverage(s) and Bonds required under the terms and conditions of the contract shall be
maintained during the entire length of the contract, including any extensions or renewals thereto, and
until all work has been completed to the satisfaction of The City of Stockbridge Government.

Accordingly, the Respondent shall provide a certificate evidencing the following:

1. WORKERS COMPENSATION/EMPLOYER’S LIABILITY INSURANCE –
STATUTORY (In compliance with the Georgia Workers Compensation Acts and any other
State or Federal Acts or Provisions in which jurisdiction may be granted)

Employer’s Liability Insurance By Accident Each Accident $1,000,000
Employer’s Liability Insurance By Disease Policy Limit $1,000,000
Employer’s Liability Insurance By Disease Each Employee $1,000,000

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
53
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

2. COMMERCIAL GENERAL LIABILITY INSURANCE
Bodily Injury and Property Damage Liability Each Occurrence $1,000,000
(Other than Products/Completed Operations) Aggregate $3,000,000

Products\Completed Operation Aggregate $1,000,000
Personal and Advertising Injury Limits $1,000,000
Damages to Premises Rented to You Limits $ 300,000
Medical Payments for Participants Limits $25,000
*CGL - No Exclusion for Abuse, Molestation, Harassment, Sexual Abuse/Conduct Allegations*
BUSINESS AUTOMOBILE LIABILITY INSURANCE
Combined Single Limits Each Occurrence $1,000,000
(Including operation of non-owned, owned, and hired automobiles).
3. UMBRELLA LIABILITY
(In excess of the above noted coverages) Each Occurrence $1,000,000

Certificates of Insurance

Certificates shall state that the policy or policies shall not expire, be cancelled, or altered without at
least thirty (30) days prior written notice to The City of Stockbridge Government. Policies and
Certificates of Insurance are to list The City of Stockbridge Government as an Additional Insured
(except for Workers’ Compensation and Professional Liability) and shall conform to all terms and
conditions (including coverage of the indemnification and hold harmless agreement) contained in the
Insurance and Risk Management Provisions. The General Liability Additional Insured language
should apply to on-going and completed operations, using ISO form CG 2010 (11/85 version) or
equivalent.

The Contractor agrees to name the Owner and all other parties required of the Contractor/Vendor shall
be included as additional insureds on the CGL, using ISO Additional Insured Endorsement forms CG
2010 11/85 or its equivalent coverage to the additional insureds. This insurance for the additional
insureds shall be as broad as the coverage provided for the named insured Contractor. It shall apply as
Primary Insurance before any other insurance or self-insurance, including any deductible, non-
contributory, and Waiver of Subrogation provided to the Additional Insureds.

Additional Insured under the General Liability, Auto Liability, Umbrella Policies (with exception of
Workers Compensation and Professional Liability), with no Cross Suits exclusion.

If the City of Stockbridge Government shall so request, the Respondent, Contractor must furnish the
City for its inspection and approval such policies of insurance with all endorsements or confirmed
specimens thereof certified by the insurance company to be true and correct copies.
REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
54
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

Such certificates and notices must identify the “Certificate Holder” as follows:

City of Stockbridge Government
Procurement Division
4640 N. Henry Boulevard
Stockbridge, Georgia 30281

Certificates must list Project Name (where applicable). Important:

It is understood that Insurance in no way Limits the Liability of the Contractor/Vendor.

USE OF PREMISES

Contractor shall confine its apparatus, the storage of materials and the operations of its workers to
limits/requirements indicated by law, ordinance, permits and any restrictions of The City of
Stockbridge Government and shall not unreasonably encumber the premises with its materials.

PROTECTION OF PROPERTY

Contractor will adequately protect its own work from damage, will protect The City of Stockbridge
Government’s property from damage or loss and will take all necessary precautions during the progress
of the work to protect all persons and the property of others from damage or loss.

Contractor shall take all necessary precautions for the safety of employees of the work and shall comply
with all applicable provisions of the Federal, State, and local safety laws and building codes to
prevent accidents or injury to persons on, about, or adjacent to the premises where work is being
performed.

Contractor shall always erect and properly maintain as required by the conditions and progress of the
work, all necessary safeguards for the protection of its employees, The City of Stockbridge Government
employees and the public and shall post all applicable signage and other warning devices to protect
against potential hazards for the work being performed.
INDEMNIFICATION AND HOLD HARMLESS AGREEMENT
To the fullest extent of the Law, Contractor hereby agrees to release, indemnify, defend and hold
harmless Stockbridge City, its Commissioners, officers, employees, Sub-Contractors, successors,
assigns and agents, from and against any and all losses (including death), claims, damages, liabilities,
costs and expenses (including but not limited to all actions, proceedings, or investigations in respect
thereof and any costs of judgments, settlements, court costs, attorney’s fees or expenses, regardless of
the outcome of any such action, proceeding, or investigation), caused by, relating to, based upon or
arising out of any act or omission by Contractor, its directors, officers, employees, Sub-Contractors,

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
55
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

successors, assigns or agents, or otherwise in connection (directly or indirectly) with its acceptance, or
the performance, or nonperformance, of its obligations under these agreements. Such obligations shall
not be construed to negate, abridge, or otherwise reduce any other rights or obligations of indemnity
which would otherwise exist as to any party or person as set forth in this paragraph.

Contractor further agrees to protect, defend, indemnify, and hold harmless Stockbridge City, its
Commissioners, officers, employees, Sub-Contractors, successors, assigns and agents from and against
any and all claims or liability for compensation under the Worker’s Compensation Act, Disability
Benefits Act, or any other employee benefits act arising out of injuries sustained by any employees of
Contractor. These indemnities shall not be limited by reason of the listing of any insurance coverage.

Contractor acknowledges having read, understanding, and agreeing to comply with this indemnification
and hold harmless agreement, and the representative of the contractor identified below is authorized to
sign contracts on behalf of the responding contractor.

COMPANY: SIGNATURE:

NAME: TITLE: DATE:

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
56
City of Stockbridge Procurement Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

EXHIBIT II
REFERENCE VERIFICATION FORM

SOLICITATION NUMBER: REQUEST FOR PROPOSALS (RFP) NO. 2022-0012
SOLICITATION TITLE: CITY OF STOCKBRIDGE DOWNTOWN PEDESTRIAN AND BICYCLE
CONNECTIVITY STUDY

PROPOSING FIRM (List name exactly as provided in proposal):
Date of Verification: _________________________________________________________________________
Reference Organization: ______________________________________________________________________
Project Verified (Include the Project Name / Title and a brief description of the Project):

Person Contacted: _______________________________________________________________________
Title of Contact: ________________________________________________________________________
Telephone Number including extension: _____________________________________________________
Email Address: _________________________________________________________________________

Questions Yes No
1. Were you satisfied with the Company/Organization’s overall performance?
2. Did the firm adhere to the scope of work and bid requirement?
3. Did the firm provide deliverables as agreed upon?
4. Would you engage this firm again?

Additional comments provided by Proposer’s contact:

Signature : _______________________________ Date:___________________________

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
57
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281
EXHIBIT III
REQUIRED CERTIFICATIONS/ATTACHMENTS
Checklist
To be deemed responsive to this solicitation, Proposers must provide the information requested and,
where applicable, complete in detail all Bid Forms. The appropriate individual(s) authorized to commit
the Proposer to the Project must sign the Bid Forms. As appropriate, Proposers shall reproduce each
Bid Form and complete the appropriate portions of the forms provided in this section.
Proposer Requirements Proposer
Completed
1. One (1) hard copy of Proposal marked ‘Original”, and five (5) copies ☐
on CD/Thumb Drive
2. Technical Proposal ☐
3. Acknowledgement of each Addendum ☐
4. Financial and Litigation Requirements ☐
5. Reference Verification Form ☐
6. Required Certifications and Attachments ☐
☐ Form 1: Non-Collusion Bidding Certificate
☐ Form 2: Non-Collusion Affidavit of Sub-Contractor.
☐ Form 3: Certificate Regarding Debarment, Suspension, and Other
Responsibility Matters; Primary Covered Transactions.
☐ Form 4: Ineligibility Certificate.
☐ Form 5: Certification of a Drug-Free Workplace.
☐ Form 6: Conflict of Interest & Prohibition Against Contingent Fees
Certification.
☐ Form 7: Affidavit Verifying Status for City Public Benefit Application
☐ Form 8: Certification Regarding Lobbying.
☐ Form 9: Bid Submittal Letter.
☐ Form 10: Georgia Security and Immigration Contractor
Affidavit/Agreement.
☐ Form 11: Georgia Security and Immigration Sub-Contractor Affidavit.
☐ Form 12: Certificate of Acceptance of a Solicitation Requirements
☐ Attachment 1: Addendum Acknowledgement Form

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

CERTIFICATE AS TO CORPORATE PRINCIPAL

I, , certify that I am the Secretary of the Corporation named as principal in

the within bond; that , who Signed the said bond of said

corporation: that I know this signature, and his/her signature thereto is genuine; and that said bond

was duly signed, sealed, and attested for on behalf of said Corporation by authority of its governing

body.

SECRETARY

(CORPORATE SEAL)

SURETY

BY
(SEAL)

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 1

NON-COLLUSION BIDDING CERTIFICATE

This Form Must Be Signed and Return with Bid or Bid may be deemed Non-responsive.

By submission of this certificate, each Proposer and each person signing on behalf of any Proposer
certifies under penalty of perjury, that to the best of its knowledge and belief:

1. The cost or prices to be negotiated shall have been arrived at independently without collusion,
consultation, communication, or agreement, for any purpose of restricting competition as to
anymatter relating to such costs or prices with any other Proposer or with any competitor.

2. Unless otherwise required by law, the cost, or prices to be negotiated have not been
knowingly disclosed by the firm prior to the opening of price negotiations, directly or
indirectly to any other Proposer or to any competitor; and,

3. No attempt has been made or will be made by the Proposer to induce any person, partnership,
or corporation to submit or not submit a Statement of Qualifications for the purpose of
restricting competition.

Signature of Authorized Agent

Name/Title of Authorized Agent

Date

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
60
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 2
61
NON-COLLUSION AFFIDAVIT OF SUB-CONTRACTOR

State of City of , being first
duly sworn, deposes and says that:
(1) He/She is (owner, partner officer, representative, or
agent) of , the sub-contractor that has submitted the attached
solicitation.

(2) He is fully informed respecting the preparation and contents of the attached solicitation and of all
pertinent circumstances respecting such solicitation.
(3) Such solicitation is genuine and is not a collusive or sham solicitation.
(4) Neither the said sub-contractor nor any of its officers, partners, owners, agents, representatives,
employees or parties in interest, including this affidavit, has in any way colluded, conspired, connived
or agreed, directly or indirectly with any other Vendor, firm or person to submit a collusive or sham
solicitation in connection with the Contract for which the attached solicitation has been submitted or
refrain from proposing in connection with such Contract, or has in any manner, directly or indirectly,
sought by agreement or collusion or communication or conference with any other Vendor, firm or
person to fix the price or prices in the attached solicitation or of any other Vendor, or to fix any
overhead, profit or cost element of the proposing price or the proposing price of any other Vendor, or
to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against
City of Stockbridge or any person interested in the proposed Contract; and
(5) The price or prices quoted in the attached solicitation are fair and proper and are not tainted by any
collusion, conspiracy, connivance, or unlawful agreement on the part of the sub-contractor or any of
itsagents, representatives, owners, employees, or parties in interest, including this affidavit.

(Signed)

(Title)
Subscribed and Sworn to before me this day of , 20 .
Name

Title
My commission expires (Date)

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
61
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 3

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, AND OTHER RESPONSIBILITY
MATTERS; PRIMARY COVERED TRANSACTIONS
This Form Must Be Signed and Return with Bid or Bid may be deemed Non-responsive.
The Proposer, , certifies to the best of its knowledge and that it and its
principals: belief,
1. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or
voluntarily excluded from covered transactions by any Federal, State, or local department or
agency.
2. Have not within a three-year period preceding this Bid been convicted of or had a civil judgment
rendered against them for commission of fraud or a criminal offense in connection with
obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or
Contract under a public transaction; violation of Federal or State antitrust statues or commission
of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false
statements, or receiving stolen property;
3. Are not presently indicted for or otherwise criminally or civilly charged by a governmental
entity (Federal, State, or local) with the commission of any of the offenses enumerated in
paragraph (2) of this certification; and
4. Have not within a three-year period preceding this application/Bid had one or more public
transactions (Federal, State, or local) terminated for cause or default.

Where the Contractor is unable to certify to any of the statements in this certification, such participant
shall attach an explanation to this Bid.
The Contractor, , certifies or affirms the truthfulness and
accuracy of the contents of the statements submitted on or with this Certification and understands that
the provisions of 31 U.S.C. Sections 3801 Et Seq., are applicable thereto.

Signature of Authorized Agent

Name/Title of Authorized Agent

Date

Witness

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
62
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 4

INELIGIBILITY CERTIFICATE

This Form Must Be Signed and Return with Bid or Bid may be deemed Non-responsive.

I hereby certify that I am a principal and duly authorized agent of

, and it is also whose address is

, certifies that the

Contractor, nor any of its Sub-Contractors to be used in performing this Contract, are listed on the list
of Ineligible Contractors maintained by the Comptroller General of the United States.

Signature of Authorized Agent

Name/Title of Authorized Agent

Date

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
63
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 5
64
CERTIFICATION OF DRUG-FREE WORKPLACE

This Form Must Be Signed and Return with Bid or Bid may be deemed Non-responsive.

I hereby certify that I am a principal and duly authorized agent of
, and it is also whose address is
, certifies that:

1. The provisions of Section 50-24-1 through 50-24-6 of the Official Code of Georgia Annotated,
relating to the “Drug-Free Workplace Act” have been complied in full; and

2. A drug-free workplace will be provided for the consultant’s employees during the performance of
the Contract; and

3. Each Sub-Contractor hired by the consultant shall be required to ensure that the Sub-Contractor’s
employees are provided a drug-free workplace. The Consultant shall secure from that Sub-
Contractor the following written certification: “As part of the Sub-Contracting agreement with the
Consultant, certifies to the Consultant that a drug-free workplace will be provided for the Sub-
Contractor’s employees during the performance of this Contract pursuant to paragraph (7) of
subsection (b) of the Official Code of Georgia Annotated Section 50-24-3”; and

4. It is certified that the undersigned will not engage in the unlawful manufacture, sale, distribution,
dispensation, possession, or use of a controlled substance or marijuana during the performance of
the Contract.

Signature of Authorized Agent

Name/Title of Authorized Agent

Date

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
64
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 6
65
CONFLICT OF INTEREST AND PROHIBITION AGAINST CONTINGENT FEES CERTIFICATION

This Form Must Be Signed and Return with Bid or Bid may be Deemed Non-responsive.

I hereby certify that I am a principal and duly authorized agent of , and it is

also, whose address is , certifies that to the best

of its knowledge there are no circumstances which shall cause a Conflict of Interest in performing

services for City of Stockbridge.

Signature of Authorized Agent

Name/Title of Authorized Agent

Date

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
65
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 7
AFFIDAVIT VERIFYING STATUS FOR CITY PUBLIC BENEFIT APPLICATION
By executing this affidavit under oath, as an applicant for the City of Stockbridge, Georgia Business
License or Occupational Tax Certificate, Alcohol License, execution of contract or other public benefit
as referenced in O.C.G.A. Section 50-36-1, I am stating the following with respect to my application
for a City of Stockbridge license/permit and/or contract for:

Name of Applicant

1) I am a United States citizen
OR
2) I am a legal permanent resident 18 years of age or older or I am an otherwise
qualified alien or non-immigrant under the Federal Immigration and Nationality Act 18 years
of age or older and lawfully present in the United States. *
In making the above representation under oath, I understand that any person who knowingly and
willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty
of a violation of O.C.G.A. Code Section 16-10-20.
Signature of Applicant: _
Date: Printed Name:

*Alien Registration number for non-citizens:

**PLEASE INCLUDE A COPY OF YOUR PERMANENT RESIDENT CARD, EMPLOYMENT
AUTHORIZATION, GREEN CARD, OR PASSPORT WITH A COPY OF YOUR DRIVER’S
LICENSE IF YOU ARE A LEGAL PERMANENT RESIDENT.

Subscribed and Sworn Before Me on this the Day of , 2018.
Notary Public:

My Commission Expires:
*Note: O.C.G.A. Section 50-36-1 (e)(2) requires that aliens under the Federal Immigration and Nationality Act, Title 8
U.S.C., as amended, provide their alien registration number. Because legal permanent residents are included in the federal
definition of “alien,” legal permanent residents must also provide their alien registration number. Qualified aliens that do
not have an alien registration number may supply another identifying number below:

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
66
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 8

CERTIFICATION REGARDING LOBBYING

This Form Must Be Signed and Return with Bid or Bid may be Deemed Non-responsive.

The undersigned certifies, to the best of his or her knowledge and belief, that:

1. No appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of a Local, State
or Federal agency, in connection with the awarding of any contract, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment, or modification
of any contract, grant, loan, or cooperative agreement.

2. The undersigned shall require that the language of this certification be included in the award
documentations for sub-awards at all tiers (including Sub-Contracts, sub-grants, and contracts
under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and
disclose accordingly.

This certification is a material representation of fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by 31, U.S.C 1352 (as amended by the Lobbying Disclosure Act
of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not
less than $10,000, and not more than $100,000 for each such failure. [Note: Pursuant to 31 U.S.C.
1352(c)(1)-(2)(A), any person who makes a prohibited expenditure or fails to file or amend a required
certification or disclosure form shall be subject to a civil penalty of not less than $10,000, and not more
than $100,000 for each such expenditure or failure.]

The Contractor, certifies or affirms the truthfulness and accuracy of each statement of
its certification and disclosure, if any. In addition, the Contractor understands and agrees that the
provisions of 31 U.S.C. 3801, et seq., apply to this certification and disclosure, if any.

Signature of Contractor’s Authorized Agent:

Name and Title of Contractor Authorized Agent:

Date: Telephone No:

Firm or Company Name:

Address:

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
67
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 9
BID SUBMITTAL LETTER

This Form Must Be Signed and Return with Bid or Bid may be Deemed Non-responsive.

The undersigned, , hereby submits its Bid to furnish all
labor, materials, equipment, delivered by the undersigned, to the City of Stockbridge, Georgia.

The undersigned acknowledges and agrees that the Bid submitted by the undersigned shall be binding
upon the undersigned and that if City of Stockbridge, Georgia, awards the Contract to the undersigned,
the Bid made by the undersigned and delivered to City of Stockbridge, Georgia herewith, together with
such award, will constitute a legal, valid, and binding Contract between the undersigned and City of
Stockbridge, Georgia. The Contract created pursuant to the previous sentence shall incorporated the
terms and conditions of the bid including, but not limited to, the bid Scope of Work, Solicitation
instructions and Conditions, the Contract Provisions, and the Contractor’s Cost Bid, all as described
inthe bid.

IN WITNESS WHEREOF, the undersigned has duly executed and delivered this Bid Submittal Letter
this day of , 2018

By

Title

Sworn to and subscribed before me the day of , 2018.
Notary Public

My Commission Expires:

Date

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
68
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

STATE OF GEORGIA CITY OF STOCKBRIDGE

FORM 10:
GEORGIA SECURITY AND IMMIGRATION CONTRACTOR AFFIDAVIT AND AGREEMENT

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. 13-10-91,
stating affirmatively that the individual, firm, or corporation which is engaged in the physical
performanceof services1 under a contract with [insert name of prime contractor]
on behalf of The City of Stockbridge Government has registered with and is participating in a federal work
authorization program*,2 in accordance with the applicability provisions and deadlines established in
O.C.G.A. 13-10-91.
The undersigned further agrees that, should it employ or contract with any Sub-Contractor(s) in connection
with the physical performance of services to this contract with The City of Stockbridge Government,
contractor will secure from such Sub-Contractor(s) similar verification of compliance with O.C.G.A. 13-
10-91 on the Sub-Contractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar form.
Contractor further agrees to maintain records of such compliance and provide a copy of each such
verification to The City of Stockbridge Government at the time the Sub-Contractor(s) is retained to
perform such service.

EEV/Basic Pilot Program* User Identification Number

BY: Authorized Officer of Agent
(Insert Contractor Name)

Title of Authorized Officer or Agent of Contractor

Printed Name of Authorized Officer or Agent

Sworn to and subscribed before me this day of , 20 .

Notary Public:

City:

Commission Expires:
1O.C.G.A.§ 13-10-90(4), as amended by Senate Bill 160, provides that “physical performance of services” means any performance of labor or services
for a public employer (e.g., Stockbridge City) using a bidding process (e.g., ITB, RFP, RFP, etc.) or contract wherein the labor or services exceed
$2,499.99, except for those individuals licensed pursuant to title 26 or Title 43 or by the State Bar of Georgia and is in good standing when such contract
is for service to be rendered by such individual. *[Any of the electronic verification of work authorization programs operated by the United States
Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security
to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603].

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
69
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

STATE OF GEORGIA CITY OF STOCKBRIDGE

FORM 11
GEORGIA SECURITY AND IMMIGRATION SUB-CONTRACTOR AFFIDAVIT

By executing this affidavit, the undersigned Sub-Contractor verifies its compliance with O.C.G.A. 13-
10-91, stating affirmatively that the individual, firm, or corporation which is engaged in the physical
performance of services3 under a contract with [insert name of prime contractor]
behalf of The City of Stockbridge
Government has registered with and is participating in a federal work authorization program*,4 in
accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

EEV/Basic Pilot Program* User Identification Number

BY: Authorized Officer of Agent
(Insert Sub-Contractor Name)

Title of Authorized Officer or Agent of Sub-Contractor

Printed Name of Authorized Officer or Agent

Sworn to and subscribed before me this day of , 20 .

Notary Public:

City:

Commission Expires:

3O.C.G.A.§ 13-10-90(4), as amended by Senate Bill 160, provides that “physical performance of services” means any performance of labor or services
for a public employer (e.g., Stockbridge City) using a bidding process (e.g., ITB, RFP, RFP, etc.) or contract wherein the labor or services exceed
$2,499.99, except for those individuals licensed pursuant to title 26 or Title 43 or by the State Bar of Georgia and is in good standing when such contract
is for service to be rendered by such individual. 4*[Any of the electronic verification of work authorization programs operated by the United States
Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security
to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603].

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
70
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

FORM 12
CERTIFICATE OF ACCEPTANCE OF A SOLICITATION REQUIREMENTS
This is to certify that on this day, offeror acknowledges that he/she has read this solicitation document,

pages # to # inclusive, including any addenda # to #

exhibit(s) # to # , attachment(s) # to # , and/or appendices #

to # , in its entirety, and agrees that no pages or parts of the document have been

omitted, that he/she understands, accepts, and agrees to fully comply with the requirements therein,

and that the undersigned is authorized by the offeror to submit the proposal herein and to legally

obligate the offeror thereto. This is also to certify that the offeror has reviewed the form Stockbridge

City contract included in the solicitation documents and agrees to be bound by its terms, or that the

offeror certifies that it is submitting any proposed modification to the contract terms with its proposal.

The offeror further certifies that the failure to submit proposed modifications with the proposal

waives the offeror’s right to submit proposed modifications later. The offeror also acknowledges that

the indemnification and insurance provisions of Stockbridge City’s contract included in the

solicitation documents are non-negotiable and that proposed modifications to said terms may be

reason to declarethe offeror’s proposal as non-responsive.

Company:

Signature:

Name:

Title: Date:

(Affix Corporate Seal)

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
71
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

ATTACHMENT 1
ADDENDUM ACKNOWLEDGMENT FORM

ADDENDA ACKNOWLEDGMENT: The undersigned acknowledges the receipt of the following Addenda:

Addendum #: Dated:

Addendum #: Dated:

Addendum #: Dated:

Addendum #: Dated:

Addendum #: Dated:

Respondent (Company):

Signature (in ink):

Name (Typed/printed):

Title: Date:

Note: If Addendums have been issued, respondents should complete and return this attachment
with their proposal. Failure to do so may result in disqualification of the proposal.

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY
72
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

ATTACHMENT 2
GEORGIA PROFESSIONAL LICENSE CERTIFICATION

NOTE: Please complete this form for the work your firm will perform on this project.

Contractor’s Name:

Performing work as: Prime Contractor Sub-Contractor

Professional License Type:

Professional License Number:

Expiration Date of License: _____________

I certify that the above information is true and correct, and that the classification noted is applicable
to the Bid for this Project.

Signed:

Date:
(ATTACH COPY OF LICENSE)

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN and BICYCLE CONNECTIVITY STUDY
73
City of Stockbridge Purchasing Division
City of Stockbridge City Hall
4640 North Henry Boulevard
Stockbridge, Ga 30281

SEALED RFP LABEL
PLEASE ATTACH LABEL TO OUTSIDE OF RFP PACKAGE

SEALED RFP ENCLOSED
DELIVER TO:

City of Stockbridge Purchasing Division
Attn: Purchasing Manager
4640 North Henry Boulevard,Stockbridge, Georgia 30281

REQUEST FOR PROPOSALS. 2022-0012

BID DUE DATE: DATE: XXXXX, 2022

DESCRIPTION:

CITY OF STOCKBRIDGE
DOWNTOWN PEDESTRIAN AND BICYCLE CONNECTIVITY STUDY

REQUEST FOR PROPOSAL (RFP) NO. 2022-0012
DOWNTOWN PEDESTRIAN and BICYCLE CONNECTIVITY STUDY
74
CITY OF STOCKBRIDGE CONTRACT FOR DOWNTOWN PEDESTRIAN AND
BICYCLE CONNECTIVITY STUDY

THIS AGREEMENT made and entered into this ____ day of September, 2022
by and between the City of Stockbridge (hereinafter “City”), a Georgia municipal
corporation, and Keck & Wood, Inc., (hereinafter “Contractor”).

RECITALS

WHEREAS, the City and Atlanta Regional Commission (“ARC”) entered into a
Subgrant Agreement on August 18, 2021 regarding a Downtown Pedestrian and Bicycle
Connectivity Study; and

WHEREAS, the work to performed pursuant to the City/ARC contract is wholly
or partially financed by a grant from the United States Department of Transportation;
and
WHEREAS, the City/ARC contract authorizes the City to utilize subcontractors
for the City’s work under the Contract provided that the ARC grants written approval of
the use of such subcontractors; and

WHEREAS, the City issued RFP No. 2022-0012 for Downtown Pedestrian and
Bicycle Connectivity Study and Contractor was the apparent winning bidder for this RFP;
and

WHEREAS, the City of Stockbridge desires to Keck & Wood as the
contractor/subgrantee pursuant to the City/ARC contract; and

WHEREAS, the City is authorized, pursuant to the City of Stockbridge’s Charter,
to piggyback off of contracts, such as the contract between Henry County, Georgia and
Contractor, that were entered into in accordance with a solicitation process that is at least
as vigorous as that of the City of Stockbridge; and

NOW, THEREFORE, the City and the Contractor, each through their authorized
representative/official, agree as follows:

1. The City desires to enter into a Contract, under the same provisions as set
forth in Request for Proposals No. 2022-0012 for Downtown Pedestrian and Bicycle
Connectivity Study and the August 18, 2021 Subgrant Agreement between the City and
ARC, a copy which is attached hereto as Exhibit A.

2. The Contractor has reviewed the Subgrant Agreement between the City and
ARC and agrees to the provisions of that Subgrant Agreement and agrees to be bound by
all provisions and requirements of that Subgrant Agreement.

3. Term. The term of this contract shall match the term of the Subgrant
Agreement such that all services shall be commence immediately upon the execution of
this agreement and shall be completed on or before September 30, 2023.

4. Scope of Goods and Services. The scope of goods and/or services
(which may hereinafter be referred to as the “Work”) are set forth in Attachment B herein,
which is also the Scope of Services (Attachment A) of the Subgrant Agreement. The
Contractor has agreed to deliver the goods, if any, and perform the services, if any, in a
workman like manner and in accordance with all state, county and City laws, at the
locations, if any, designated by the City. All of the goods and/or services reflected in the
scope of work, unless otherwise stated herein, shall be delivered and/or commenced
immediately upon the execution of this Agreement.

5. Contract Price. The contract price for the goods and/or services shall be
ninety-eight thousand dollars and no cents ($98,000.00) as set forth in the attached
Attachment C. If not otherwise set forth in the Subgrant Agreement, the Contractor shall
be paid upon delivery of all the goods, if any, the completion of all the services, if any, and
after final inspection and approval, by the City, that approves of the goods delivered, if
any, and the services performed, if any.

6. Public Records: Contractor and all of its subcontractors are required to
comply with the Open Records Act, O.C.G.A. § 50-18-70 et. seq., while providing goods
and/or services on behalf of the City.

7. Validity of Executed Copies: This Agreement may be executed in
several counterparts, each of which may be construed as an original.

8. Notice: All notices to the City shall be sent to:

City Manager
4640 North Henry Boulevard
Stockbridge, GA 30281

9. Attorneys’ Fees and Costs: In the event of any litigation between the
parties arising out of or relating in any way to this Agreement or a breach thereof, each
party shall bear its own costs and legal fees. Nothing contained herein shall prevent or
prohibit the right to be indemnified for any attorney fees incurred in the defense of an
action by a person or entity who is not a party to this Agreement.

10. Indemnification: Notwithstanding anything contained in the Subgrant
Agreement, the City does not waive its sovereign immunity granted under Georgia law,
and the City’s tort liability shall be accordingly limited.

11. Severability: If any term or provision of this Agreement or the application
thereof to any person or circumstance shall, to any extent, be invalid or unenforceable,
the remainder of this Agreement, or the application of such term or provision to persons
or circumstances other than those to which it is held invalid or unenforceable, shall not
be affected thereby and each term and provision of this Agreement shall be valid and
enforceable to the fullest extent permitted by law.

IN WITNESS WHEREOF, and as the duly authorized act of the parties, the
undersigned representatives of the parties hereto have caused this instrument to be
signed in their respective names by their proper officials on or before the day and year
first above written.

KECK & WOOD, INC.:

By: ______________________________

Name: ___________________________

Title: ____________________________

Date: ____________________________

CITY OF STOCKBRIDGE, GEORGIA:

By: ______________________________

Name: ___________________________

Title: ____________________________

Date: ____________________________

ATTEST

City Clerk

APPROVED AS TO FORM:

City Attorney

City of Stockbridge
MEETING DATE
AGENDA ITEM
September 27, 2022 FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST
PUBLIC HEARING TSPLOST
PRESENTATION CDBG
BID SELECTION/AWARD GRANT FUNDING
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT BUDGET
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Decius T. Aaron

DEPARTMENT: Public Works.

ITEM/PROJECT/EVENT:
Request for funding to renovate Maintenance Shop and build City storage facility.

BACKGROUND INFORMATION:
The Public Works Department is requesting funding to renovate the Maintenance Shop and
build City storage.

SIGNATURES: FINANCIAL IMPACT N/A
CITY MANAGER ____________________________________ AMOUNT $3,500,000
CITY TREASURER ___________________________________

CITY ATTORNEY ____________________________________ 1
ATTACHMENTS:
City of Stockbridge
MEETING DATE
AGENDA ITEM
September 27, 2022 FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST
PUBLIC HEARING TSPLOST
PRESENTATION CDBG
BID SELECTION/AWARD GRANT FUNDING
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT BUDGET
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Decius T. Aaron

DEPARTMENT: Public Works.

ITEM/PROJECT/EVENT:
GA Power Utility Relocation Agreement

BACKGROUND INFORMATION:
GA Power will relocate streetlights on East Atlanta Road and Lee Street that are in conflict
with the street widening project.

SIGNATURES: FINANCIAL IMPACT N/A
CITY MANAGER ____________________________________ AMOUNT $205,608.00
CITY TREASURER ___________________________________

CITY ATTORNEY ____________________________________ 1
ATTACHMENTS:
August 31, 2022

City of Stockbridge
Anthony Ford, Mayor
4640 North Henry Boulevard
Stockbridge, GA 30281

Re: PI# L8198 - East Atlanta Road at North Henry Boulevard (“Project”)

Dear Mayor Ford:

Please find enclosed a Relocation Agreement with respect to the above-referenced project. As you will
note in the Relocation Agreement, the total estimated cost for the relocation of the distribution facilities
associated with the Project is $570,607.00 (the “Payment Amount”). In accordance with the Franchise
Agreement and any amendments thereto between Georgia Power Company and the City, the City must
bear thirty-six and three hundredths percent (36.03%) of the estimated cost of relocation of any
distribution facilities not located within the streets, alleys and /or public places of the City (“City
Property”) or not otherwise eligible for relocation at Georgia Power’s expense per the Franchise
Agreement.

Georgia Power will relocate at its expense any distribution facilities associated with the Project that are
located on City Property or are otherwise eligible for relocation at Georgia Power’s expense per the
Franchise Agreement. If you believe the City is eligible for such relocation at Georgia Power’s expense,
you must provide evidence that the City owns the property within which Georgia Power’s distribution
facilities are located. Such evidence may include real property deeds, condemnation records or evidence
of acceptance of express dedication.

Both the total estimated cost for relocation and the Payment Amount are valid only for a period of one
(1) year following the date set forth on the enclosed estimate. Further, Georgia Power will not
commence any work unless, prior to the date that is one (1) year following the date set forth on the
enclosed estimate, the City executes and returns the enclosed Relocation Agreement, makes payment to
Georgia Power of the Payment Amount, and authorizes commencement of the work.

If you have any questions, please contact Tim Nipper at (478) 451-7044.

Sincerely,

Monica R. Kimber
mrkimber@southernco.com

*Please note that this letter is for explanatory purposes only. In the event of a conflict between this letter and the Franchise Agreement, the
Franchise Agreement shall control.
Please sign the agreement and send the electronic copy to the email
address below:

Monica R. Kimber (mrkimber@southernco.com)

After agreements have been executed by Georgia Power Company, we
will email a copy to you for your records.

Please remit any payments to the address below:

Georgia Power Company
96 Annex
Atlanta, GA 30396-0001
(Attn: Ayannes Stodghill)

Please reference invoice and or PI# number on check.
UTILITY RELOCATION AGREEMENT

PROJECT NAME: East Atlanta Road at North Henry Boulevard
PROJECT NUMBER: L8198
GDOT PROJECT NUMBER:

THIS AGREEMENT is made and entered into as of the ____day of _________, 20__,
by and between CITY of STOCKBRIDGE, State of Georgia (hereinafter referred to as the
“City”), and GEORGIA POWER COMPANY (hereinafter referred to as the “Company”).
This Agreement may refer to either City or Company, or both, as a "Party" or "Parties.”

W I T N E S S E T H:

WHEREAS, the City proposes under the above written Project to construct East Atlanta
Road at North Henry Boulevard (hereinafter referred to as the “Project”); and

WHEREAS, due to the construction of the Project, it will become necessary for the
Company to remove, relocate or make certain adjustments to the Company’s existing facilities
(such facilities, including but not limited to overhead and underground electric transmission,
distribution and communication lines, towers, frames, poles, facilities, wires, transformers,
service pedestals, apparatus, manholes, conduits, fixtures, appliances, cables, protective wires
and devices all being hereinafter referred to collectively as the “Facilities” or individually as the
“Facility”); and

WHEREAS, the Company, as hereinafter provided, may assert that it has certain
property interests and rights and utilized such property interests and rights for the placement of
its Facilities prior in time to City’s acquisition of the road right(s)-of-way, all as involved in said
Project; and

NOW, THEREFORE, in consideration of the promises and the mutual covenants of the
Parties hereinafter set forth and other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged by the Parties, the Parties agree as follows:

Section 1. THE WORK.

1.1 Company Facilities.

Company, with its regular construction or maintenance crews and personnel, at its
standard schedule of wages and working hours (as may be applicable from time to time during
the term of this Agreement), and working in accordance with the terms of its agreements with
such employees, will remove, relocate or make adjustments to its Facilities in accordance with
the scope of work and Estimate (defined below) attached hereto as Exhibit “A” and incorporated
herein by reference (the “Work”). Company shall make all technical decisions concerning the
Work and may elect to contract any portion of the Work.

L8198 1
1.2 Road Right-of-Way.

Prior to Company commencing the Work, City will provide written assurances to
Company that it has acquired the necessary new road right-of-way (including information on the
property rights acquired).

1.3 Traffic Control.

Company shall make a reasonable effort to provide signing and other traffic control
measures during the Work, in accordance with PART VI of the U. S. Department of
Transportation Manual on Uniform Traffic Control Devices, current edition, all at the expense of
the City.

Section 2. COSTS AND PAYMENT.

2.1 Compensable Property Interests.

Company shall perform the Work in accordance with the estimate attached hereto as
Exhibit “A” and incorporated herein by reference (the “Total Estimate”). The total amount of
the Total Estimate is FIVE HUNDRED SEVENTY THOUSAND, SIX HUNDRED SEVEN
Dollars ($570,607.00). The amount of the Total Estimate that corresponds to Company’s claim
that it has compensable property interests with respect to the Project (the “Reimbursement
Claim”) is TWO HUNDRED FIVE THOUSAND, SIX HUNDRED EIGHT Dollars
($205,608.00), otherwise reflected as thirty-six and three hundredths percent (36.03%) of the
Total Estimate. The Reimbursement Claim is limited to: (a) the costs of removing, relocating or
adjusting those Facilities which are physically in place and in conflict with the proposed
construction and/or maintenance; (b) where replacement is necessary, the costs of replacement in
kind, and any improvements or betterments made necessary by the proposed construction and/or
maintenance; and (c) the costs incurred in acquiring additional easements or private rights-of-
way, including without limitation easements for lines, access, tree trimming, guy wires, anchors
and other devices, appliances and other equipment, and any and all other such easements and
property rights as may be reasonably necessary for the Company’s installation, operation and
maintenance of its Facilities (collectively, the “Relocation Costs”).

The cost of any improvements or betterments that are not made necessary by the
proposed construction or maintenance shall not be subject to the percentage split contemplated
above. Such costs shall be paid as follows: (a) the costs of any improvements or betterments of
a Facility being made solely at Company’s option (and not being made necessary by the
proposed construction and/or maintenance) shall be fully paid by Company; and (b) the costs of
any improvements or betterments of a Facility being made solely at City’s request (and not being
made necessary by the proposed construction and/or maintenance) shall be fully paid by City.

Upon completion by Company of the Work and subject to determination of Company’s
Prior Rights Claim in accordance with Sections 3 and 4 below, City will pay Company a sum
equal to the lesser of (a) TWO HUNDRED FIVE THOUSAND, SIX HUNDRED EIGHT
Dollars ($205,608.00), otherwise reflected as thirty-six and three hundredths percent
(36.03%) of the Total Estimate and representing the aforementioned Reimbursement Claim, or
(b) the corresponding percentage of actual Relocation Costs representing Company’s
L8198 2
compensable property interests with respect to the Project. City will also pay Company for the
costs of any improvements or betterments of a Facility being made solely at City’s request and
not being made necessary by the proposed construction and/or maintenance.

2.2 Progress Payments.

If Company chooses to submit invoices for progress payments, City will pay same within
thirty (30) days from receipt of the invoice, subject to Verification (as defined below) thereof by
the City. Upon completion of the Work, Company shall submit a final bill to City and City shall
make a final payment within thirty (30) days from receipt of the final bill, subject to Verification
thereof by the City.

2.3 Change in Scope.

In the event there is a change in the Project, including without limitation a change in
scope, design, plans, service, property interests to be acquired, engineering or costs, due to either
(a) events or circumstances beyond Company’s reasonable control, or (b) City’s request, the
Parties will negotiate in good faith a mutually acceptable agreement or amendment to this
Agreement, in writing, to address such change and any increase in costs above those set forth in
the Estimate.

Section 3. DETERMINATION OF COMPENSABLE PROPERTY INTEREST

3.1 If Company determines it has compensable property interests with respect to the
Project, Company will submit a Reimbursement Claim. The Parties agree that they will in good
faith share non-privileged information with each other related to the issue of prior rights for the
Project. If City determines that Company’s evidence is insufficient to make a determination as
to Company’s compensable property interests and the percentage of the Relocation Costs to be
paid by Company based upon such compensable property interests, City will provide Company
with a written basis for such insufficiency and request that Company provide additional
information. City will make a determination as to any asserted Reimbursement Claim before the
earlier of: (a) the date that is thirty (30) days after receipt of the Reimbursement Claim; and (b)
the date on which Company needs to commence the Work in order to prevent a Project delay
(the “Commencement Date”).

3.2 In the event that a determination cannot reasonably be made prior to the
Commencement Date, provided that City certifies in writing to Company that the Project is time-
sensitive due to construction scheduling with the possibility of damages for delay, safety
concerns, or critical funding deadlines, Company will commence the Work without a written
determination having been made. In such case, the Party’s rights, claims and defenses with
regard to the issue of compensable property interests and prior rights will not be waived or
affected in any manner. If City does not thereafter make a determination regarding the
Reimbursement Claim within six (6) months from the date of City’s receipt of same, the
Reimbursement Claim will be deemed approved by City.

L8198 3
Section 4. DISPUTE RESOLUTION.

4.1 Disagreement.

If Company disagrees with City’s determination with regard to the Reimbursement Claim
and the Parties are unable to settle the issue through informal negotiations, then, at the request of
either Party, the Parties agree to escalate the matter pursuant to Section 4.2 below.

4.2 Dispute Notice.

Except as otherwise set forth in this Agreement, any controversy or claim arising out of
or relating to this Agreement, or the breach thereof, will be settled: (a) first, by good faith
efforts to reach mutual agreement of the Parties; and (b) second, if mutual agreement is not
reached within thirty (30) calendar days of a written request by a Party to resolve the controversy
or claim (the “Dispute Notice”), each of the Parties will appoint a designated representative who
has authority to settle the dispute (or who has authority to recommend to the governing body of
such Party a settlement of the dispute) and who is at a higher level of management than the
persons with direct responsibility for administration of this Agreement. The designated
representatives will meet as often as they reasonably deem necessary in order to discuss the
dispute and negotiate in good faith in an effort to resolve such dispute. The specific format for
such discussions will be left to the discretion of the designated representatives, provided,
however, that all reasonable requests for relevant information made by one Party to the other
Party will be honored if such information is reasonably available. If within sixty (60) days after
issuance of a Dispute Notice (a) the Parties are unable to resolve issues related to the dispute, or
(b) City fails to approve any tentative agreement reached, the Parties agree to participate in
confidential, non-binding mediation pursuant to Section 4.3 below, it being understood, however,
that nothing herein will diminish or relieve either Party of its rights or obligations under this
Section 4.

4.3 Mediation.

If the Parties are unable to resolve a dispute through informal negotiations or pursuant to
Section 4.2, the Parties agree to participate in confidential, non-binding mediation by an
impartial, third party mediator mutually agreed upon by the Parties, at a mutually convenient
location. The Parties agree that a potential mediator’s experience in prior rights and real estate
law will be relevant factors in selecting a mediator. In the event the Parties are unable to agree
on a third party mediator within ninety (90) days of issuance of the Dispute Notice, each Party
shall designate a mediation representative, and the two mediator representatives shall in good
faith select a third party mediator. Each Party shall be responsible for its own attorneys’ fees and
expenses and for providing its own information and documentation applicable to the dispute to
the mediator. All other agreed upon costs of the mediation will be apportioned equally to each
Party. Any dispute not resolved by negotiation, escalation or mediation may then be submitted
to a court of competent jurisdiction, and either Party may invoke any remedies at law or in
equity. Nothing contained herein, however, will preclude the Parties from first seeking
temporary injunctive or other equitable relief. The Parties agree that any statute of limitations,
equity or other time-based periods shall be tolled as of and from the date of the Dispute Notice
until a complaint, if any, is filed.
L8198 4
Section 5. VERIFICATION.

5.1 Material Discrepancy.

For purposes of this Section 5, “Verification” means that City has reasonably determined
that there is a material discrepancy between Company’s invoiced charges and City’s calculation
of charges owed, which invoiced charges are subject to a bona fide dispute; provided, however,
City agrees to provide the Company with written notice, including supporting documentation,
illustrating the basis for such bona fide dispute, within sixty (60) days of receipt of the invoice in
dispute. Should City fail to provide such documentation within the specified time period, City
must pay the disputed amount. City must pay any undisputed portion of the invoice total within
thirty (30) days after its receipt of the invoice. City must pay any disputed portion of the invoice
total within thirty (30) days of the date the dispute is resolved, to the extent the dispute is
resolved in favor of Company.

5.2 Audit.

At any time within thirty-six (36) months after the date of final payment, City, at its sole
expense, may audit the non-privileged cost records, support documentation and accounts of
Company pertaining to this Project to solely assess the accuracy of the invoices submitted by
Company and notify Company of any amount of any unallowable expenditure made in the final
payment under this Agreement, or, if no unallowable expenditure is found, notify Company of
that fact in writing. Any such audit will be conducted by representatives of City or, if applicable,
the Georgia Department of Transportation or the Federal Highway Administration, after
reasonable advance written notice to Company and during regular business hours at the offices of
Company in a manner that does not unreasonably interfere with Company’s business activities
and subject to Company’s reasonable security requirements. As a prerequisite to conducting such
audit, City or, if applicable, the Georgia Department of Transportation or the Federal Highway
Administration, will sign Company’s Nondisclosure Agreement. Company may redact from its
records provided to City information that is confidential and irrelevant to the purposes of the
audit. Company will reasonably cooperate in any such audit, providing access to Company
records that are reasonably necessary to enable City to test the accuracy of the invoices to which
the audit pertains, provided that City or, if applicable, the Georgia Department of Transportation
or the Federal Highway Administration, may only review, but not copy, such records. If
Company agrees with the audit results and does not pay any such bill within ninety (90) days of
receipt of the bill from City (based on the mutually agreed upon audit results), City may set off
the amount of such bill against the amounts owed Company on any then-current contract
between Company and City. If, following the audit, the Parties are unable to resolve any
dispute concerning the results of the audit through informal negotiation, the provisions of
Sections 4.2 and 4.3 will govern the resolution of the dispute. City may not perform an audit
pursuant to this Agreement more frequently than once per calendar year and may not conduct
audits twice within any six (6) months.

Section 6. CITY AS PARTY.

City acknowledges that this Agreement is “proprietary” in nature under applicable
Georgia law, as permitted by O.C.G.A. § 36-60-13(j), and not “governmental” or “legislative,”
L8198 5
as prohibited by O.C.G.A. § 36-30-3(a). City further represents and warrants that this
Agreement will comply with all applicable laws concerning City actions and approvals and
execution of binding agreements. City covenants to undertake all actions necessary to bind City.

Section 7. COMMENCEMENT AND TERMINATION CONDITIONS

Company is not obligated to commence the Work until Parties agree on the removal, relocation
and/or adjustment to Company’s facilities required by the Project. If City fails to authorize
commencement of the Work by December 1, 2022, Company will have no obligation to begin
the Work and may terminate this Agreement without penalty by providing City with notice in
writing. If City fails to sign and return this Agreement to Company by December 1, 2022, any
offer made by Company pursuant to the Agreement is automatically revoked and the agreement
is void and of no effect.

Section 8. MISCELLANEOUS PROVISIONS.

Duplicate originals of this Agreement will be executed, each of which will be deemed an
original but both of which together will constitute one and the same instrument. This Agreement
may be modified only by an amendment executed in writing by a duly authorized representative
for each Party. This Agreement contains the entire agreement of the Parties, and all prior oral
agreements are superseded and integrated into this Agreement. This Agreement will be
governed by and construed in accordance with the laws of the State of Georgia. This Agreement
shall accrue to the benefit of and be binding upon the successors and assigns of the Parties. The
Parties agree that this Agreement shall be deemed to have been executed in Georgia.

[SIGNATURES ON THE FOLLOWING PAGE]

L8198 6
IN WITNESS WHEREOF, the Parties have executed this Contract in four (4)
counterparts, each of which shall be deemed an original in the year and day first above
mentioned.

ATTEST: City of Stockbridge, GEORGIA

By:
By: ________________________________
Title: Mayor

Witness: (SEAL)

Notary:
(SEAL)

Approved as to Form by:

City of Stockbridge Department of
Transportation

ATTEST: GEORGIA POWER COMPANY

By:
By: ________________________________
Title:
Title: Centralized Engineering Svcs Manager
Witness:
Date: ______________________________
Notary:
(SEAL)

[Give proper title of each person executing Agreement. Attach seal as required.]

L8198 7
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4'CHAI
NLI
NK FENCE

15"RCP

DUCT-15
468' WV
ARC FLASH
WW

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155'
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90 140'
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4/0ALN
TOP=794.66
OUT= 791.76

0U
SCALE IN FEET 3-795AAC+
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00
L BOX
M AI
AP-CBL- 128'
EXIST R/W

93
STA.10+70.
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80 2.01 F
EAST ATLANTA ROAD,LLC
NO NUM BER 123 EAST ATLANTA RD
98
W 12 3 01057000
D S25-
TAX I
N/ LOT
TOM GARLAND WM
3028 DB 13366,PG 345
EAST ATLANTA RD PB 4,PG 242
50
STA.11+21.
15-2 02L
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TAX I 01058000
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11+00 11+00.
00
11+00
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OFF.36.

59
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OFF.50.

796

SSMH TO GRADE ADJUST EXISTING

WM
UNDERGROUND CABLE W
303.
15'

PP
STA: 52
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00'
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PLANS DATE: PLANS DATE: PLANS DATE:

S00°36'06.
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DUC
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OUT=789.47 IN=789.62 TOP=797.24
SSMH 2
798
468'WW

11+50.
00
FILE DATE
3x5- MCD
APRON DRIVEWAY REMOVE
EXIST.

800
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37
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37
STA.11+48.
PLANS DATE: 01/06/2022

35
STA.11+48.
PLANS DATE: 08/20/2020

03L
OFF.44.
14
20L
OFF.30.

AND INLAY
LIMITS OF MILLING
136'
RED R/W
40
/ ALN REQUI
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7 F
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45'BKMS-
STOCKBRI C
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79
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REVISION DATE: REVISION DATE:

04
STA.12+47.
03L
OFF.40.
TRI

STA: 74
12+62.
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74'
3.01 50'-2
REVISION DATE
3 STA: 83
12+70.
E K.M USSELL
LONNI OFF:35. L
58'

EAST ATLANTA RD CURB AND GUTTER REMOVE EXISTING
SAWCUT EDGE OF PAVEMENT.
50'

12+50.
45
PUBLI
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TAX I 03005000
D S26-
REVISION DATE: 11/12/2020

6'SI
REVISION DATE: 10/23/2020 REVISION DATE: 10/08/2020

DB 15851,PG 107
PP
EXIST SIDEWALK

B 1- 21'
EASTATL

ANT

FN K
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A MS M 3
14
800
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79 0'
3x5-
MCD 4/ 0A L-4
04
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13+11.
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A 13+00
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16
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49L
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WORK ORDER #:

20 LN +
468'
58
STA.13+60.
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STA: 08
13+38. 10L
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24'
HENRY 043
69
STA.13+59.
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21L
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STA: 95
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STA: 72
13+87. 05
13+66.
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WM
OFF:52. L
98' STA: 89
13+65.
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W OFF: 53'
55.
STA: 00
30+00. 2
N: 4271
1290076. F
E: 8181
2276468. C
DGE PUBLI
STOCKBRI
4CU+
3- 3 ADJUST MANHOLE 00
13+50. LI
FACI TI TY
ES AUTHORI
MAP REFERENCE: 0432-1200

R 25'

50'
1 0
4640 NORTH HENRY BLVD
REGION: JONESBORO AREA

2ALN10M
1- 02027000
D S26-
TAX I
200 DB 18093,PG 311
TO GRADE ADJUST RIM
10M
1- BKTA- 00 6
072 +80. 79

200 - LID TO PROPOSED EP:0
BKTA- 5B92M T
SR- 8
79 CURVE #1
-072 PP T 0+80
PP WCR (TYP) TYPE "D"

5B92M T 0 20
PISTA = 13+95.
SR- GN
SI 80 3703
N = 1290068.

26.0
6312
E = 2276459.
Δ = 25°55'12" MI
LI ON
TSOFCONSTRUCTI
00
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BP:0
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R = 400. 98
13+80.
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°28
N78
90 05
T = 92. 56.
OFF: L
00'
0+00 96
L = 180.
OUT=790.40 IN(S)=797.17 IN(N)=790.43 TOP=799.62
456
E = 10.
ENGINEERED BY: DANIEL TILDEN

PROPOSED GRADING

PER AMPHITHEATER PROJECT

JB
00
45 **
30+00
1 14+ SSMH TO GRADE
ADJUST EXISTING
.63
+93
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31+00
00
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79 18"
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OFF: 98'
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RC
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OFF.60.
STM
STM
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G-1
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14+04.
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0 DU '
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9 8 CD 18"RCP

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5B DI JB
STA: 51
14+25.
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796
C GN
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57'
OFF:27.
SR DI

3x
00
' AA OUT=796.15 TOP=800.75
14
LP
IN(E)=796.15 IN(S)=796.25

5 0
STA: 37
14+47.
L8198
5 5
7 OFF:28. L
04'
12 M
CP
TO REMAIN
TO REMAIN
80
- N "R ST
EXI

EXISTING STOP SIGN
EXISTING 18" STORM 0 - 5
5 6 00 2 L
13 UR 1 13 -
1 07A
PROJECT TITLE: EAST ATLANTA & LEE ST. AT N. HENERY BLVD.

CP
DWG #: 24-01

1 A T-
18 51
DATE: SEP. 2020

M M/
K STM
A-2
B 24 TO REMAIN

EXISTING 18" STORM
HQ: NOAH'S ARK

CI DGE
TY OF STOCKBRI
LI
EAST ATLANTA RD 40' 3782 H
GRATE
TAX I 03004002
D S26- JB OUT=796.99
IN=798.53
TOP=801.89
TC
800
DB 1222,PG 107
STM
9 6U E
TO GRADE
ADJUST RIM
CONVERT TO JB
TA
84
.11
EE
ST
EX
GRATE
PT -S
PP
IN=798.41
OUT=798.36 TOP=803.06
EE
SH
-0 H
24

80
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257
257
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UR
23
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44. .
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F: 51.
52. 75
31 0 35
80

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18+
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TA
37. .
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58'
97

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AS 4
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at
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=43 51.
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ND
FF
79

16 26-0 NT
LA RI
TY 35' 18 OF
F: 00.
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61
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GU
TT
ER
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A. T
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5.50 EXISTING 15" STORM
TO REMAIN
21
0 NSA I
LD 804
ING
F.7
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OF
F: 15.
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49

ST
OF 18+5
LIMITS OF MILLING
AND INLAY

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15
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0+60
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16+00
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19+00.
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18+00.

01
00 00
17+50.
17+00.

00
16+50.
00
15+00.
00
15+50.
00
16+00.
ADJUST EXISTING
SSMH TO GRADE
CONVERT INLET TO
JUNCTION BOX

UR 21 15 UR HA
RD
ADJUST
EXISTING
SSMH TO
GRADE

03
26.0'

12'

NE -SEE SHEET 24-
OO
20
UR 6

1/0
806 6"

EET 2
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D D HA
RD
LP

15 OO

OO
25

OO

19
25

TA
W W

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RED RT
REQUI
HA
RD
HA
RD
HA
RD
HA
RD
5 SI

GN
EXIST R/W

OP
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OO
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GR
TO TE
808

M ATCHLI
N= 804

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19+00
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18+00
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DEWALK w/ 4'BEAUTY STRI
6'SI W W 80 52 M

17+00
6UTA
ST LP TO GR
OO B-
. 8" 8"
67 ST V P A
T= 1 M
LP OU =80 TE
6'SI
15+00
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79 6 1H
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C- W(2
6A 0 HA
1 ) T= 8.
PP

UT
80 80
7. RD RD LP

UTA 6 STRI
EXIST R/W

RD

GR
TO TE
N= =80
HA
RD
GR
18
W 6 48

N67°54'26"
7 1. A
TO TE
TYPE "D"

OU 98. 89
WCR (TYP)

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OU =80 M

NE -S
79 D-
99
T= 3.
80 64 JB 2
0.46

15" RCP
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JB

SS
DUCT-15
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11
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408' WW

HLI
DUCT-15 1611.66

DUCT-15 12

F F 01 24 AE5944 3 x 5 - MCD
19+00
0+00
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17+00 "R 18+00
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408' WW BP:0+00.

0 16+00
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12"

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18"RCP

DI

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DI
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N= =80
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1 2

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72
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& ADA RAMP AND REPLACE

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w/LANDSCAPING

20
79 .O 06 4(

15

257

AROAD
UT .0

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ADJUST RIM TO GRADE
71

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04
REMOVE INLET AND
EXTEND PIPE TO
NEW CURB INLET

.83
COND
EXISTING 18" STORM

TO REMAIN

3289
806
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(0'PUBL W)
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12
TO BE EXTENDED TO
NEW CURB INLET

F: 47
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77
EXISTING 18" STORM
808 'R

TO REMAIN

11 1 ST
19
OF +14.
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80
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44
81
NEW CURB INLET

11 R N/

0 E YN F
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OP
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81

ELECTRONIC CONSTRUCTION ENGINEERED BY: DANIEL TILDEN DATE: SEP. 2020
FILE DATE REVISION DATE PROJECT TITLE: EAST ATLANTA & LEE ST. AT N. HENERY BLVD.
SCALE IN FEET PLANS DATE: 08/20/2020 REVISION DATE: 10/08/2020 PROJECT #:
PLANS DATE: 01/06/2022 REVISION DATE: 10/23/2020 WORK ORDER #: PI: L8198
0 20 40 80
PLANS DATE: REVISION DATE: 11/12/2020 REGION: JONESBORO AREA HQ: NOAH'S ARK

PLANS DATE: REVISION DATE: COUNTY: HENRY
ARC FLASH
MAP REFERENCE: 0432-1200 DWG #: 24-02
PLANS DATE: REVISION DATE:
ARC FLASH

M ATCHLI 02
NE -SEE SHEET 24-
EXIST R/W

20
LP "H
AR
D W
OO
5"RCP D

00
19+50.
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PROJECT TITLE: EAST ATLANTA & LEE ST. AT N. HENERY BLVD.

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WORK ORDER #:

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PROJECT #:

800
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REVISION DATE: REVISION DATE: REVISION DATE: REVISION DATE:

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PLANS DATE: 01/06/2022

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PLANS DATE: PLANS DATE: PLANS DATE:

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SCALE IN FEET

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SI
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81 40
40
N: 6725
1288639.
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814 E: 3168
2277541. 2
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8104
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00
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81
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PP 12 3 CHARLES L.DUBBS,JR
108 SOUTH LEE ST
REQUI
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44
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SI
82
9+50
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9+50 TA
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00
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S SSM H
80
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N=809. STA: 46LEEST
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NV.OUT=809.
N: 1296
1288606.
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2277541.
8" CLAY 30'OAK
542523°N
33.
20
T 229165°W
84.
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90 1
822
ARC FLASH
5103 89LEEST
4+41.
1289074.
ON
NTERSECTI
CURVE #3

7932 85
Δ = 2°37'24"
2262
D = 5°43'46"
00
79 90

PISTA = 15+53.
262 T = 22.
R = 1000.
E = 0. L = 45.

E = 2277627. N = 1289185.
CURVE #4

2811 50
Δ = 3°00'34"
6458
D = 5°43'46"
00
52 27

PISTA = 16+38.
345 T = 26.
R = 1000.
E = 0. L = 52.

E = 2277632. N = 1289270.

CURVE #5

7931 01
Δ = 3°46'59"
D = 11°27'33" 9128
00
01 51

PISTA = 18+35.
273
R = 500.
E = 0. L = 33. T = 16.

E = 2277634. N = 1289466.

NC
DGE,I

ST CHURCH
OF STOCKBRI
D S26-
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4566 NORTH HENRY BLVD
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16+00
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15+50

17+00 18+00
79

N: 2233
1289132.

16+00
16+40 17+10 17+50 18+00 18+40
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TOP=7815

792 NV.
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24'HARDW OOD
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0 6

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5" SOLID WHITE (TYP)

79
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STM 3

NE -SEE SHEET 24-
HB 1 6
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78
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(TYP.)

PC:15+30.
784

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8 W W

d:15+53.
78

PT:15+76. 3-
FH
332985
95

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78
10
50
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84
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WM
d:16+38. PT:16+64.
(TYP.)

FDC

NE -SEE SHEET 24-
49
23
79 WM

01
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54
75'
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1 23
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3 A 24

792

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N06°17'37.
56"
788
40 15

04
E 258.
29'
1 1
162
+00 STM 120/2 0 8 V 782 18

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N03°40'1 0/240
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4 18+00
90
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E 3
50' CURVE#4
2AL+ 45'N00°39'39.40"E 153.74' 2AL+ CURVE#5 P

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12
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55 2 2ALN STM
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89

LEEST
5103

14+41.
1289074.

STA:
75' 332985 STM SWCB
JB
TOP=7851

JB
OP=7811

155 54.01 ST

2346
M SWCB
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NV.
( 40' 56
I 7
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80

TOP=7868
.3 NV.N=
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( JB
55.01 3-75
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NV.
I OUT=7814
.8 NV.
I OUT=7751
5" SKIP YELLOW (TYP)
5" DOUBLE YELLOW (TYP)

9527
100-2
M GRATE

2277614.
ST

TOP=7839

120/208V NV.
I N=
I 7794

DEW ALK
30
TURNUP W ALL
36'
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33.
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I OUT=7793

OFF:

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TOP=7842

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JB

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( TOP=7851

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I N=
I 7808
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I 778.

END SI

OFF:
I 7784
INV. IN= OUT=7781
OUT=7782
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I OUT=7799

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EXISTING STOP SIGN
PROTECT IN PLACE

18+26.
SS CONC.
STA:
24" SOLID WHITE
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Ds3
120/240V ALL DISTURBED
AREAS

25. R
17'
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OFF:
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L GN TO BE RELOCATED
65

TURNUP W ALSI
STA:18+26.
HALF-ARM

DEW ALK
37
TURNUP W ALL
22'
17+17.
33.

DEW ALK
87
TURNUP W ALL
56'
16+95.
27. OFF:

END SI
STA:
OFF:

N SI
STA:
AWAY FROM

BEGI
NC
DGE,I

ST CHURCH
OF STOCKBRI
THE ROAD
D S26-
TAX I 02001000

ON

NG NORTHHENRYBLVD
TSOFCONSTRUCTI

RST BAPTI
MI
LI

FI
KEEP WIRE

STI
EXI
DB 964,PG 252
IN LINE F

4566 NORTH HENRY BLVD
PB 16,PG 196

NLAY
LLANDI
ENDMI

ELECTRONIC CONSTRUCTION ENGINEERED BY: DANIEL TILDEN DATE: SEP. 2020
FILE DATE REVISION DATE PROJECT TITLE: EAST ATLANTA & LEE ST. AT N. HENERY BLVD.
SCALE IN FEET PLANS DATE: 08/20/2020 REVISION DATE: 10/08/2020 PROJECT #:
PLANS DATE: 01/06/2022 REVISION DATE: WORK ORDER #: PI: L8198
0 20 40 80
PLANS DATE: REVISION DATE: REGION: JONESBORO AREA HQ: NOAH'S ARK

PLANS DATE: REVISION DATE: COUNTY: HENRY
ARC FLASH
MAP REFERENCE: 0432-1200 DWG #: 24-05
PLANS DATE: REVISION DATE:
432.52' 5" DOUBLE SOLID
YELLOW (TYP.)
N00° 47' 50.23"E

M ATCHLI
NE -SEE SHEET 24-
07
CATV
770
WM
76
8 2
W 77
36"HARDW OOD
BP: 0+00.00 0' NS
RED R/W

EP: 0+50.00
REQUI

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23+00
0+00 0+50
AL
23+00 77
2 115 need dwy l ed
ocat
59
23+00
DWG #: 24-06

WM
HQ: NOAH'S ARK

STOCKBRI C
DG E PUBLI W 7 5" SKIP WHITE (2' SEG., 6' GAP)
24"HARDW OOD 74
DATE: SEP. 2020

FACILI ES AUTHORI
TI TY
114 NORTH LEE ST
PROJECT TITLE: EAST ATLANTA & LEE ST. AT N. HENERY BLVD.

D S26-
TAX I 02004000 CATV
DB 18093,PG 297
L8198

0+00 0+50
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113 need dwy l ed
ocat
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77 776
77
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0 22+50
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ENGINEERED BY: DANIEL TILDEN

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3942

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MAP REFERENCE: 0432-1200

25

2 LP
PP/
'S STOCKBRI DGE PUBLI
NORT

TA
40

ES AUTHO RITY WM

T FACILITI
HL
W PERPB1

40'
EEST

BU 112 NORTH LEE ST 24"HARDW OOD W
REET

D S26-
TAX I 02003000
6,PG 1

DB 18093,PG 297
96)

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WORK ORDER #:

21+50
77
ORM
EDST
RUCTURE BURI

ST
GASLNE

PROJECT #:

2)18"HARDW OOD
COUNTY:

772
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ALL DISTURBED
AREAS
24"HARDW OOD
NYARD,JR
DONALD W .SI
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D S26-
TAX I 01021000
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Ds3 Ds4
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24"HARDW OOD
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10" CLAY

21+00
21+00
REVISION DATE: 10/08/2020 REVISION DATE: 10/23/2020 REVISION DATE: 11/12/2020

BP: 0+00.00 EP: 0+50.00

5" SOLID WHITE (TYP)
776
CONSTRUCTION

77
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20"HARDW OOD MB L BOX
M AI
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ed
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REVISION DATE: REVISION DATE:

G-4
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15
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REVISION DATE

20+50
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774 CATV
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2TA
PP
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DGE PUBLI
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110 NORTH LEE ST 8'

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PLANS DATE: 08/20/2020 PLANS DATE: 01/06/2022

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59
ISTA = 19+83. 20+00 69
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20+00 L BOX
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= 2277626.
ELECTRONIC

CARRABELLE REAL ESTATE,LLC
= 3°55'10" 109 NORTH LEE ST
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CURVE#

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PLANS DATE: PLANS DATE: PLANS DATE:

FILE DATE

48
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HQ: NOAH'S ARK DWG #: 24-07
DATE: SEP. 2020
PROJECT TITLE: EAST ATLANTA & LEE ST. AT N. HENERY BLVD.

L8198
PI:
ENGINEERED BY: DANIEL TILDEN

ALFRED M .JOHNSO N
115 BRYANT ST
D S25-
TAX I 01048000
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SHAW N P.GRI N,SR
FFI
REGION: JONESBORO AREA

27+24 EP:27+23.
64
752 BRYANT ST
MAP REFERENCE: 0432-1200

LOT 9 D S25-
TAX I 01047000
DB 10347,PG 10
PB 4,PG 253
27+00
27+00
HENRY
WORK ORDER #:

GN
SI
PROJECT #: COUNTY:

PP
NE
30"PI
12"HARDW OOD
75
26+50
20"HARDW OOD

24"HARDW OOD
5"RCP
N0
REVISION DATE: 10/08/2020 REVISION DATE: 10/23/2020

4°4
REVISION DATE: 11/12/2020

4'5

STM
REQUI 3.
10

RED R/W "
E 2
55.
96
CONSTRUCTION

75
EX.
SI
BU BU
DEWAL

75
10"CL

AY
FF FF
26+00
26+00
ER ER 26+00
REVISION DATE: REVISION DATE:

TR TR
IBU IBU
TA TA
REVISION DATE

RY RY
ST CO 6
75
AT UN 756
E TY ALL DISTURBED
AREAS
25 THOM AS A.SANDERS
' 50 SSM H 117 NORTH LEE ST
NORT

94
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D S26-

756 TAX I

S 41
N=748.

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OUT=748. DB 7595,PG 234
HL
W PERPB1
EEST
PLANS DATE: 08/20/2020 PLANS DATE: 01/06/2022

MB
REET
6,PG 1

75

75

DGE PUBLI

STOCKBRI
FACILI ES AUTHO RI
TI TY 758
12"RCP
118 NORTH LEE ST STM
ELECTRONIC
02006000 H-1
TAX ID S26-
DB 18093,PG 311
76
10" CLAY
NE
25+00
PLANS DATE: PLANS DATE: PLANS DATE:

GASLI

25+00
25+00
FILE DATE
76
20***
760
62
90 61
472

PT:24+67.
11

762

68
2793
15-
CURVE#
5 NS
76
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STM
G-2
80
252
45'
45
76 24+50
Mi
d:24+50.
45
WM
4'CHAI NK FENCE
NLI
CATV
PP GN
SI
21
PC:24+33. PP
SCALE IN FEET

60
76
15"
CERESA DRI
RCP
VE
1+00 0+00
1+20
40
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76
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TOP=765.
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8. B)
14(
6 20
STOCKBRI C
DGE PUBLI 92
OUT=757.
ES AUTHO RITY
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76
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TOP=767.
4640 NORTH HENRY BLVD I ON
NTERSECTI
I 79
N=759.
TAX I 02027000
D S26- 69
OUT=759.
DB 18093,PG 311 STA: 92LEEST/
24+26.
CERESADRI VE 0
768
768 4592
1290058.
768
432.52'
4287
2277633.
EX. SIDEWALK

18" CMP
766
RED R/W

REQUI

24"HARDW OOD
M ARVI N F.GROCE
N00° 47' 50.23"E

115 NORTH LEE ST
TAX ID S26- 01023000
23+50
DB 71,PG 587
0 770
77 MB
L BOX
M AI
M ATCHLI
NE -SEE SHEET 24-
06
ARC FLASH
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND

CIVIL DESIGN DRAWINGS
PLANNING

FOR FALCON DESIGN
CONSULTANTS
STOCKBRIDGE OFFICE

LEE STREET IMPROVEMENTS
235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656

NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com

LEE STREET IMPROVEMENTS
CITY OF STOCKBRIDGE BURKE ST
EAST ATLANTA

RD
BRYANT ST OAKLAND BLVD

LOCATED IN:
SITE
CITY OFFICIALS MILLER RD

LAND LOT 61, DISTRICT 12
COVER PAGE
LOVE ST CERESA DR

LAND LOT 61, DISTRICT 12
CITY OF STOCKBRIDGE
, GEORGIA
N LEE ST
MAYOR
WARD ST
MANN BLVD
ANTHONY S. FORD

CITY OF STOCKBRIDGE
FOR
US-23

CITY COUNCIL NORTH HENRY BLVD

ALPHONSO THOMAS

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
ROCK QUARRY
OWNER/DEVELOPER:
5 4 24 HOUR CONTACT: SURVEYOR: ENGINEER: NOLAN ST

TYE ST S LEE ST LAMBERT D
LAKEISHA T. GANTT

CITY OF STOCKBRIDGE
, GEORGIA
CITY OF STOCKBRIDGE DECIUS AARON FALCON DESIGN CONSULTANTS, LLC FALCON DESIGN CONSULTANTS, LLC 1st ST SPRING ST

JOHN BLOUNT
RD
4640 N HENRY BLVD PHONE: (770) 474-1232 235 CORPORATE CENTER DR., 235 CORPORATE CENTER DR.,
YOLANDA BARBER
STOCKBRIDGE, GA 30281 SUITE 200 SUITE 200
ELTON ALEXANDER
PHONE: (770) 474-1232 STOCKBRIDGE, GA 30281 STOCKBRIDGE, GA 30281
DAARON@CITYOFSTOCKBRIDGE-GA.GOV PHONE: (770) 389-8666 PHONE: (770) 389-8666 10 VICINITY MAP
N.T.S

Sheet List Table
Sheet
Sheet Title
Number DEVELOPMENT DATA
1.0 COVER PAGE

REVISED PER GSWCC COMMENTS
1. OWNER / DEVELOPER 5. FLOOD ZONE DATA
2.0 GENERAL NOTES
CITY OF STOCKBRIDGE THE PARCEL SHOWN HEREIN DOES NOT
2.1 EROSION CONTROL NOTES 4640 N HENRY BLVD LIE WITHIN A SPECIAL FLOOD HAZARD
STOCKBRIDGE, GA 30281 AREA PER F.I.R.M. PANEL 13151C0086D
2.2 NPDES NOTES
PHONE: (770) 474-1232 EFFECTIVE DATE OCT. 6, 2016.

UTILITIES PROTECTION CENTER
2.3 ESPC CHECKLIST

REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
3.0 EXISTING CONDITIONS 24 HOUR CONTACT:
PROJECT RECEIVING WATERS: BRUSH

Know what's below.
DECIUS AARON
3.1 OVERALL EXISTING CONDITIONS PHONE: (770) 474-1232 CREEK TRIBUTARY

OR DIAL 811
4.0 INITIAL PHASE EROSION CONTROL 2. ENGINEER
4.1 INITIAL PHASE EROSION CONTROL PLAN FALCON DESIGN CONSULTANTS, LLC 6. PROPERTY ADDRESS

REVISED PER GSWCC COMMENTS
235 CORPORATE CENTER DR., INTERSECTION OF N. LEE STREET
5.0 INTERM. PHASE EROSION CONTROL PLAN SUITE 200 AND CERESA DRIVE
STOCKBRIDGE, GA 30281
5.1 INTERM. PHASE EROSION CONTROL PLAN PHONE: (770) 389-8666 7. SITE INFORMATION
6.0 FINAL PHASE EROSION CONTROL PLAN 3. SOURCE OF DATA TOTAL SITE AREA 2.1 ACRES
6.1 FINAL PHASE EROSION CONTROL PLAN FALCON DESIGN CONSULTANTS, LLC TOTAL DISTURBED AREA 2.1 ACRES

DATE
1. 4/7/22
235 CORPORATE CENTER DR., 2. 4/21/22
7.0 SITE PLAN SUITE 200
3. 5/9/22
7.1 SITE PLAN STOCKBRIDGE, GA 30281 7.

7.2 OVERALL SITE PLAN SITE PHONE: (770) 389-8666

TOPOGRAPHIC & BOUNDARY SURVEY
8.0 GRADING & DRAINAGE PLAN PERFORMED BY:
8.1 GRADING & DRAINAGE PLAN FALCON DESIGN CONSULTANTS, LLC
DATED: AUGUST 18, 2021. DATE: 2/25/22
8.2 SIDEWALK CROSS SECITONS
SCALE: N/A
9.0 STORMWATER MANAGEMENT FACILITY PROJ NUMBER:
013.039
9.1 STORMWATER MANAGEMENT FACILITY 4. SITE LOCATION DATA DRAWN BY: EDA
REVIEWED BY:-
10.0 EROSION CONTROL DETAILS INTERSECTION OF N. LEE STREET AND
CERESA DRIVE CITY OF STOCKBRIDGE, REVISED BY: -
10.1 EROSION CONTROL DETAILS GEORGIA
11.0 CONSTRUCTION DETAILS
THERE ARE STATE WATERS LOCATED WITHIN
11.1 CONSTRUCTION DETAILS 200 FT. OF THE SITE
12.0 LANDSCAPE PLAN RG
FEMA FLOOD MAP E O TE I A
G RE
GIS RED

12.1 LANDSCAPE PLAN
NTS No. 037614
12.2 LANDSCAPE PLAN DETAILS
T E
Y C
L I
E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
FLOOD NOTE ACROSS THE REGISTRANT'S SEAL.

AS SHOWN ON FLOOD INSURANCE RATE MAPS OF A CITY OF STOCKBRIDGE,
GEORGIA COMMUNITY PANEL NUMBER: 13151C0086D EFFECTIVE DATE: OCT. 6,
2016, THESE PROPERTIES ARE NOT LOCATED IN A FEMA FLOOD HAZARD ZONE.

SHEET NUMBER

1.0
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

GENERAL NOTES:
GENERAL NOTES: STATE WATERS BUFFER NOTE: HOW TO USE THESE DRAWINGS:
1. CAUTION, UNDERGROUND SERVICE ALERT! THE CONTRACTOR SHALL TELEPHONE TOLL FREE 1-800-282-7411 OR
FALCON DESIGN
THERE IS ESTABLISHED A 25 FOOT BUFFER ALONG THE BANKS OF ALL STATE WATERS,
811 A MINIMUM OF 48 HOURS PRIOR TO THE START OF ANY EXCAVATION AS SHOWN AND NOTED ON THE APPROVED
AS MEASURED HORIZONTALLY FROM THE POINT WHERE VEGETATION HAS BEEN
1. THE PLANS, PROFILES, DETAILS, SPECIFICATIONS AND OTHER DESIGN CONSULTANTS
PLANS. APPURTENANCES CONTAINED HEREIN ARE FOR INFORMATION, PERMITTING,
WRESTED BY NORMAL STREAM FLOW OR WAVE ACTION. NO LAND DISTURBING AND CONSTRUCTION PURPOSES. THESE DOCUMENTS ARE NOT VALID FOR
2. ALL NECESSARY PERMITS TO PERFORM THE WORK AS SHOWN AND NOTED HEREON SHALL BE OBTAINED PRIOR
ACTIVITIES SHALL BE CONDUCTED WITHIN A BUFFER AND A BUFFER SHALL REMAIN IN CONSTRUCTION UNTIL SIGNED AND SEALED BY THE ENGINEER OF RECORD
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200

TO THE START OF CONSTRUCTION FROM CITY OF STOCKBRIDGE . ITS NATURAL, UNDISTURBED STATE OF VEGETATION UNTIL ALL LAND DISTURBING AND THE APPROPRIATE PERMITS ARE OBTAINED FROM LOCAL GOVERNING STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
ACTIVITIES ON THE CONSTRUCTION SITE ARE COMPLETED. ONCE THE FINAL AUTHORITIES.
3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE RULES, REGULATIONS AND STANDARDS OF THE STABILIZATION OF THE SITE IS ACHIEVED, A BUFFER MAY BE THINNED OR TRIMMED OF 2. ADDITIONAL PROVISIONS MAY BE REQUIRED DURING CONSTRUCTION DUE TO
NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C

GEORGIA STATE D.O.T. (DEPARTMENT OF TRANSPORTATION) AND CITY OF STOCKBRIDGE . VEGETATION AS LONG AS A PROTECTIVE VEGETATIVE COVER REMAINS TO PROTECT SITE CONDITIONS, WEATHER, OR REQUESTS BY THE INSPECTOR. NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100
WATER QUALITY AND AQUATIC HABITAT AND A NATURAL CANOPY IS LEFT IN 3. THE FEATURES, DISTANCES, AND ANGLES ON THESE DRAWINGS SHALL NOT www.fdc-llc.com
SUFFICIENT QUANTITY TO KEEP SHADE ON THE STREAM BED; PROVIDED, HOWEVER,

LEE STREET IMPROVEMENTS
4. UNDERGROUND UTILITY LINE LOCATIONS (IF ANY) ARE APPROX. ONLY, AND IT SHALL BE THE RESPONSIBILITY OF BE SCALED. IF THE NECESSARY DIMENSIONS ARE NOT PROVIDED, THE
THE CONTRACTOR TO DETERMINE THE EXACT LOCATION OF ANY SUCH UTILITIES. UTILITIES SHOWN ON PLANS ARE THAT ANY PERSON CONSTRUCTING A SINGLE FAMILY RESIDENCE, WHEN SUCH CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER FOR CLARITY.
FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY TO VERIFY ALL RESIDENCE IS CONSTRUCTED BY OR UNDER CONTRACT WITH THE OWNER FOR HIS OR 4. PIPE LENGTHS ARE MEASURED TO THE CENTER OF THE STRUCTURES IN
UTILITY LOCATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES. THE HER OWN OCCUPANCY, MAY THIN OR TRIM VEGETATION IN A BUFFER AT ANY TIME AS LINEAR HORIZONTAL FEET AND PIPE SIZES ARE MEASURED BY INSIDE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY EXISTING UTILITIES WILL EFFECT OR IMPEDE THE LONG AS PROTECTIVE VEGETATIVE COVER REMAINS TO PROTECT WATER QUALITY DIAMETER IN INCHES UNLESS OTHERWISE NOTED.
PROGRESSION OR COMPLETION OF THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS. AND AQUATIC HABITAT AND A NATURAL CANOPY IS LEFT IN SUFFICIENT QUANTITY TO 5. THE PROPOSED GRADING SHOWN ON THESE PLANS REPRESENTS THE
KEEP SHADE ON THE STREAM. FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED.
5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE PER FEMA FLOOD PLAIN COMMUNITY PANEL NUMBERS

LOCATED IN:
13151C0086D DATED OCT. 6, 2016.

6. THERE ARE STATE WATERS LOCATED WITHIN 200 FT. OF THIS PROJECT SITE.

7. THE CONTRACTOR SHALL COORDINATE RELOCATION OF ANY EXISTING UTILITIES WITH THE APPROPRIATE UTILITY

GENERAL NOTES
ENTITY PRIOR TO THE START OF ANY CONSTRUCTION.
GRADING NOTES:
8. THE OWNER SHALL DIRECT THE CONTRACTOR AS TO WHAT EXISTING VEGETATION ON SITE SHALL BE REMOVED
1. GROUND SURFACE PREPARATION: REMOVE VEGETATION INCLUDING GRASS, ROOTS, AND
BEYOND THE CLEARING LIMITS AS SHOWN AND NOTED HEREON. THE CONTRACTOR SHALL EXERCISE EXTREME
SURFICIAL ORGANICS, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND

LAND LOT 61, DISTRICT 12
CAUTION IN PROTECTING EXISTING TREES. COORDINATE ALL TREE REMOVAL WITH OWNER PRIOR TO THE START OF
DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACEMENT OF FILLS. PLOW
ANY CONSTRUCTION.
STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERT. TO 2 HORIZ. SO THAT FILL
MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN EXISTING GROUND SURFACE HAS A
9. MISCELLANEOUS MAPPING NOTES:

CITY OF STOCKBRIDGE
DENSITY LESS THAN THAT SPECIFIED UNDER COMPACTION FOR PARTICULAR AREA
CLASSIFICATION, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE CONDITION TO

FOR
A. UTILITIES SHOWN ARE LOCATIONS OF GROUND IDENTIFIABLE ITEMS. ADDITIONAL UTILITIES MAY EXIST ABOVE OR
OPTIMUM MOISTURE CONTENT, AND COMPACT TO REQUIRED DEPTH AND PERCENTAGE OF
BELOW THE GROUND. THE SURVEYOR & ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE COMPLETENESS OF THIS
MAXIMUM DENSITY.
DATA.

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
2. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE
B. THIS PROPERTY IS SUBJECT TO ALL RIGHT-OF-WAYS & EASEMENTS SHOWN OR NOT SHOWN, RECORDED OR NOT
DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT AND NOT MORE

CITY OF STOCKBRIDGE
, GEORGIA
RECORDED.
THAN 6 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED
TAMPERS.
10. THE CONTRACTOR SHALL REMOVE AND ABANDON EXISTING UTILITIES ONLY AFTER APPROVAL FROM ALL
INTERESTED PARTIES. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO: EXISTING ON-SITE DRAINAGE
3. BEFORE COMPACTION, MOISTEN AND AERATE EACH LAYER AS NECESSARY TO PROVIDE
PIPING, ON-SITE PRIVATE ELECTRICAL LINES AND APPURTENANCES, ABANDONED EROSION CONTROL DEVICES AND
OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF
STRUCTURES. THE CONTRACTOR SHALL COORDINATE ANY AND ALL ABANDONMENT AND/OR RELOCATION WITH THE
MAXIMUM DRY DENSITY OR RELATIVE DRY DENSITY FOR EACH AREA CLASSIFICATION. DO
APPROPRIATE UTILITY COMPANIES OR ENTITY. ANY DISPOSAL OF SAID FACILITIES SHALL BE DONE IN ACCORDANCE
NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN OR
WITH LOCAL UTILITY AND/OR GOVERNMENTAL REGULATIONS. RELOCATION AND/OR ABANDONMENT OF SAID
CONTAIN FROST OR ICE.
FACILITIES AND/OR UTILITIES SHALL BE DONE AT THE EXPENSE OF THE OWNER/DEVELOPER. PERMITS (IF ANY)
SHALL BE OBTAINED BY THE CONTRACTOR AND/OR OWNER/DEVELOPER.
4. COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OF FILL MAT'L TO AT LEAST 98% OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY TO A DEPTH OF 6" BELOW BOTTOM OF
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT PRIOR TO ORDERING PROJECT
FINAL GRADE.
MATERIALS, THAT THE MOST CURRENT SET OF CONSTRUCTION DOCUMENTS HAVE BEEN OBTAINED FROM THE
PROJECT ENGINEER INCLUDING, BUT NOT LIMITED TO, THE PERMITTED SET(S) FROM ALL APPLICABLE AGENCIES AS
5. MOISTURE CONTROL: WHERE SUBGRADE OR LAYER OF SOIL MATERIAL MUST BE
APPROPRIATE. THE PROJECT ENGINEER ACCEPTS NO RESPONSIBILITY FOR IMPROPER ORDERING OF MATERIALS.
MOISTURE CONDITIONED BEFORE COMPACTION, UNIFORMLY APPLY WATER TO SURFACE OF
SUBGRADE OR LAYER OF SOIL MAT'L. APPLY WATER IN MINIMUM QUANTITY AS NECESSARY
12. ALL CONSTRUCTION MUST CONFORM TO CITY OF STOCKBRIDGE STANDARDS AND SPECIFICATIONS, WHETHER
TO PREVENT FREE WATER FROM APPEARING ON SURFACE DURING OR SUBSEQUENT TO
OR NOT REVIEW COMMENTS WERE MADE.
COMPACTION OPERATIONS.

REVISED PER GSWCC COMMENTS
13. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE
6. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, SOIL MATERIAL THAT IS TOO WET TO
UNTIL SILT BARRIER INSTALLATION AND STORMWATER MANAGEMENT FACILITIES ARE CONSTRUCTED.
PERMIT COMPACTION TO SPECIFIED DENSITY.
14. SILT BARRIERS TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY PROJECT ENGINEER AND/OR THE CITY OF
7. SPREAD SOIL MATERIAL THAT HAS BEEN REMOVED BECAUSE IT IS TOO WET TO PERMIT
STOCKBRIDGE INSPECTOR.
COMPACTION. ASSIST DRYING BY DISCING, HARROWING, OR PULVERIZING UNTIL MOISTURE

UTILITIES PROTECTION CENTER
REVISIONS
CONTENT IS REDUCED TO A SATISFACTORY VALUE.

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS
15. NOTIFY CITY OF STOCKBRIDGE INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION.

Call before you dig.
8. QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW GEOTECHNICAL TESTING

Know what's below.
16. ALL AREAS USED AS BURIAL PITS DURING DEVELOPMENT MUST BE LOCATED OUTSIDE OF RIGHT-OF-WAY AND
SERVICE TO INSPECT AND APPROVE EACH SUB-GRADE AND BACKFILL OR FILL LAYER

OR DIAL 811
ARE TO BE LOCATED ON THE FINAL PLAT. GEORGIA DNR EPD REQUIREMENTS ARE TO BE MET: "NO PORTION OF
BEFORE FURTHER BACKFILL OR CONSTRUCTION WORK IS PERFORMED. TEST SHALL BE
WASTE DISPOSAL AREA SHALL BE LOCATED WITHIN ONE HUNDRED (100) LINEAR FEET OF ANY PROPERTY LINE OR
PERFORMED EVERY 10,000 SQ. FT. OF AREA PER ONE FOOT LIFT (OR AS DIRECTED BY A
ENCLOSED STRUCTURE."
REGISTERED GEOTECHNICAL ENGINEER.

REVISED PER GSWCC COMMENTS
17. THE OWNER/DEVELOPER AND ENGINEER HAVE REVIEWED THE APPROPRIATE LOCAL, STATE, AND FEDERAL
9. GEOTECHNICAL SPEC'S DEPICTED HEREON ARE GUIDELINES ONLY AND SHOULD BE
REGULATIONS REGARDING DEVELOPMENT ACTIVITIES ADJACENT TO FLOOD PLAINS AND WETLANDS AND HAVE
VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF
DETERMINED THAT THIS DEVELOPMENT PLAN SATISFIES THE STANDARDS PRESENTED IN APPLICABLE 8
CONSTRUCTION. RECOMMENDATIONS FROM A REGISTERED GEOTECHNICAL ENGINEER (IF
REGULATIONS.
ANY) SHALL SUPERSEDE THE ABOVE REFERENCED SPEC'S.
18. ALL EROSION AND SEDIMENTATION CONTROLS, AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR
10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE DISCOVERY OF ANY

DATE
TO GRADING. 1. 4/7/22
GROUNDWATER, SUBSURFACE SEEPAGE OR SPRINGS DURING THE COURSE OF 2. 4/21/22
3. 5/9/22
CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO CONSULT WITH A 4.
19. SIGNING AND STRIPING TO BE PROVIDED BY THE CONTRACTOR ACCORDING TO M.U.T.C.D. SPECIFICATIONS. 5.
REGISTERED GEOTECHNICAL ENGINEER TO INSPECT THE SITE, AND TO MAKE ANY 6.
RECOMMENDATIONS REGARDING EVIDENCE AND REMEDIATION (IF ANY) OF SAID 8.
20. ALL FILL AREAS MUST BE COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR.
SUBSURFACE WATERS.
21. NO WOODY VEGETATION IS ALLOWED WITHIN 15' OF THE DOWNSTREAM TOE OF EARTHEN EMBANKMENT.
11. ALL CUT AND FILL SLOPES (WITH THE EXCEPTION OF DETENTION AND SEDIMENT PONDS)
SHALL BE LESS THAN OR EQUAL TO 2:1. POND SLOPES SHALL BE 3:1 UNLESS OTHERWISE
22. ALL STORM PIPE AND STRUCTURES SHALL COMPLY WITH GADOT STANDARDS FOR DESIGN, CONSTRUCTION, AND
NOTED. DATE: 2/25/22
INSTALLATION.
SCALE: N/A
12. CITY OF STOCKBRIDGE ASSUMES NO RESPONSIBILITY FOR THE OVERFLOW OR EROSION
23. INVERTS ON ALL STORM STRUCTURES SHALL BE PAVED SMOOTH. PROJ NUMBER:
013.039
OF NATURAL DRAINS OR THE MAINTENANCE OF STORM DRAINS BEYOND THE EXTENT OF THE
STREET RIGHT OF WAY. DRAWN BY: EDA
24. ALL STORMWATER STRUCTURES AND PONDS SHALL BE MAINTAINED BY THE PROPERTY OWNER.
REVIEWED BY:-
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNING AND MAINTENANCE OF TRAFFIC CONTROL DURING REVISED BY: -
CONSTRUCTION IN ACCORDANCE WITH THE MUTCD, GADOT, AND CITY OF STOCKBRIDGE STANDARDS.

RG
E O TE I A
G RE
GIS RED

No. 037614

T E
Y C
L I
E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

SHEET NUMBER

2.0
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
51 52
EROSION CONTROL LEGEND ENGINEERING
COA NO. PER 004790
SURVEYING
COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
STRUCTURAL PRACTICES STRUCTURAL PRACTICES MANAGEMENT ARCHITECT
LAND
CODE PRACTICE DETAIL MAP DESCRIPTION CODE PRACTICE DETAIL MAP DESCRIPTION PLANNING
SYMBOL SYMBOL
Spb A linear control device constructed as a diversion
A small temporary barrier or dam constructed across a perpendicular to the direction of the runoff to enhance
Cd CHECKDAM swale, drainage ditch or area of concentrated flow. Spb SEEP BERM dissipation and infiltration of runoff, while creating
multiple sedimentation chambers with the employment
of intermediate dikes.
(Label)

Sr
TEMPORARY A temporary bridge or culvert-type structure pro- tecting
CHANNEL Improving, constructing or stabilizing an open channel,

GA WEST ZONE
Ch STABILIZATION existing stream, or ditch. Sr STREAM a stream or watercourse from damage by crossing
CROSSING construction equipment.
(Label)
FALCON DESIGN
GRID NORTH
Co
CONSULTANTS
A crushed stone pad located at the construction site exit STORM DRAIN St A paved or short section of riprap channel at the outlet
CONSTRUCTION to provide a place for removing mud from tires thereby
Co EXIT
St OUTLET of a storm drain system preventing erosion from the
STOCKBRIDGE OFFICE
protecting public streets. PROTECTION concentrated runoff.
SITE 235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
(Label) Ph (770)389-8666 - Fax (770)389-8656

NEWNAN OFFICE CUMMING OFFICE
CONSTRUCTION Cr A travelway constructed as part of a construction plan A rough soil surface with horizontal depressions on a 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
SURFACE NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Cr ROAD including access roads, subdivision roads, parking Su Su contour of slopes left in a roughened condition after Ph. (770) 755-7978 Ph. (678) 807-7100
areas, and other on-site vehicle transportation routes. ROUGHENING
STABILIZATION grading.
www.fdc-llc.com

LEE STREET IMPROVEMENTS
Dc
STREAM A temporary channel constructed to convey flow around The practice of stripping off the more fertile top soil,
Dc DIVERSION a construction site while a permanent structure is being Tp TOP SOILING Tp storing it, then spreading it over the disturbed area after
CHANNEL constructed. the completion of construction activities.
(Show Striping
& Storage Areas)

TP
An earth channel or dike located above, below, or

EROSION CONTROL NOTES
LOCATED IN:
TP To protect desirable trees from injury during construction
Cd DIVERSION across a slope to divert runoff. This may be a temporary Tr TREE PROTECTION
activity.
or permanent structure.
(DENOTE TREE CENTERS)

VEGETATED
TEMPORARY Dn1 A flexible conduit of heavy-duty fabric or other material WATERWAY OR Paved or vegetative water outlets for diversions,
Dn1 DOWN DRAIN designed to safely conduct surface runoff down a slope. Wt STORM WATER terraces, berms, dikes or similar structures.
STRUCTURE This is temporary and inexpensive. CONVEYANCE
(Label) CHANNEL
46 48 SOILS INFORMATION:

LAND LOT 61, DISTRICT 12
PERMANENT Dn2
Dn2 DOWN DRAIN
A paved chute, pipe, sectional conduit or similar material
VEGETATIVE MEASURES
SOURCE: USDA WEB SOIL SURVEY STRUCTURE
designed to safely conduct surface runoff down a slope.
MAP
CODE PRACTICE DETAIL SYMBOL DESCRIPTION

CITY OF STOCKBRIDGE
(Label)

An undisturbed natural "green belt" separating the

FOR
land-disturbed site from surrounding property and
Rock filled baskets which are hand placed into position BUFFER Bf
Ga GABION Bf bordering streams. It serves to reduce water veloc- ity
forming soil stabilizing structures. ZONE and remove some sediment. It is also at times a noise

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
or "vision pollution" barrier.
(Label)

CITY OF STOCKBRIDGE
, GEORGIA
Gr DISTURBED AREA
GRADE Permanent structures installed to protect channels or Established temporary protection for disturbed areas
waterways where otherwise the slope would be
STABILIZATION
Gr STABILIZATION Ds1 Ds1 where seedings may not have a suitable growing
(WITH MULCHING
STRUCTURE sufficient for the running water to form gullies. season to produce an erosion retarding cover.
ONLY)
(Label)

DISTURBED AREA
A storm flow outlet device constructed at zero grade
STABILIZATION
LEVEL across the slope whereby concentrated runoff may be Establishing a temporary vegetative cover with fast
Lv Ds2 (WITH Ds2
SPREADER discharged at a non-erosive velocity onto undisturbed growing seedings on disturbed areas.
areas stabilized by existing vegetation. TEMPORARY
SEEDING)

DISTURBED AREA
A temporary stone filter dam installed across STABILIZATION Establishing permanent vegetative cover such as trees,
ROCK FILTER
Rd drainageways or in conjunction with a temporary Ds3 (WITH Ds3 shrubs, vines, grasses, sod, or legumes on disturbed

42 43 44
HYDROLOGY STUDY AND BASIN MAPS: DAM sediment trap. PERMANENT
VEGETATION)
areas.

REFER TO HYDROLOGY STUDY FOR LEE STREET IMPROVEMENTS BY FALCON DESIGN
DISTURBED AREA
A wall installed to stabilize cut and fill slopes where STABILIZATION
50 SILT STORAGE RE UIREMENTS (ONSITE) Re
RETAINING maximum permissible slopes are not obtainable. Each Ds4 (WITH Ds4
A permanent vegetative cover using sods on highly
erodible or critically eroded lands.
WALL Re situation will require special design. SODDING)
BASIN C: 0.21 A .

REVISED PER GSWCC COMMENTS
(Label)
RE UIRED STORAGE: 67 CY / A . * 0.21 =
14.07 CY ( 379.89 CF ) DUST
A device or structure placed in front of a permanent
Rt CONTROL Controlling surface and air movement of dust on
Rt RETROFITTING storm water detention pond outlet structure to severe as Du Du
SILT STORAGE PROVIDED a temporary sediment filter. ON DISTURBED construction sites, roadways and similar sites.
AREAS
STORAGE PER L.F. SILT FENCE INSTALLED (Label)

UTILITIES PROTECTION CENTER
REVISIONS
0.14 C.YY * 242 L.F. = 33.88 C.Y.

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
EROSION
X A barrier to prevent sediment from leaving the The installation of a protective covering (blanket) or or
TOTAL SILT STORAGE PROVIDED: 33.88 CY. SEDIMENT construction site. It may be sandbags, bales of straw or
CONTROL
Sd1 Ss soil stabilization mat on a prepared planting area of a

Know what's below.
Ss
BARRIER TYPE hay, brush, logs and poles, or a silt fence MATTING AND steep slope, channel, or shoreline.

OR DIAL 811
BLANKETS
(Indicate Type)
50 SILT STORAGE RE UIREMENTS (ONSITE)
BASIN D: 0.25 A . The land application of product containing anionic
INLET A temporary protective device formed at or around an

REVISED PER GSWCC COMMENTS
RE UIRED STORAGE: 67 CY / A . * 0.25 = Sd2 FI-Co FLOCCULANTS AND FI-Co polyacrylamide (PAM) as temporary soil binding agents
SEDIMENT TRAP inlet to a storm drain to trap sediment. COAGULANTS
16.75 CY ( 452.25 CF ) to reduce soil erosion.

SILT STORAGE PROVIDED 8
STREAMBANK
STORAGE PER L.F. SILT FENCE INSTALLED A basin created by excavation or a dam across a The use of readily available plant materials to maintain
TEMPORARY waterway. The surface water runoff is temporarily stored
STABILIZATION
Sd3 Sb Sb and enhance streambanks, or to prevent, or restore and
0.14 C.YY * 415 L.F. = 58.1 C.Y. SEDIMENT BASIN allowing the bulk of the sediment to drop out.
(USING PERMANENT
repair small streambank erosion problems.

DATE
VEGETATION) 1. 4/7/22
2. 4/21/22
TOTAL SILT STORAGE PROVIDED: 58.1 CY. (LABEL) 3. 5/9/22
A small temporary pond that drains a disturbed area so 6.
50 SILT STORAGE RE UIREMENTS (ONSITE) Sd4
TEMPORARY that sediment can settle out. The principle feature
Tac
TACKIFIERS AND
Tac
Substance used to anchor straw or hay mulch by 8.
SEDIMENT TRAP distinguishing a temporary sediment trap from a BINDERS causing the organic material to bind together.
DRAINAGE AREA TO POND 1: 0.39 A . temporary sediment basin is the lack of a pipe or riser.
RE UIRED STORAGE: 67 CY / A . * 0.39 =
26.13 CY ( 705.51 CF ) FOR FURTHER EXPLANATION OF THE SYMBOLS AND CONSTRUCTION PRACTICES WE REFER
FLOATING A buoyant device that releases/drain water from the YOU TO THE MANUAL FOR SEDIMENTATION AND EROSION CONTROL PER THE "SEDIMENTATION
Sk
SILT STORAGE PROVIDED Sk SURFACE surface of sediment pond, traps, or basins at a DATE: 2/25/22
SKIMMER controlled rate of flow. AND EROSION ACT OF 1975 FOR GEORGIA."
POND 1 = 48.3 CY (SED. STORAGE PROVIDED IN ADDITION TO RE 'D STORMWATER STORAGE) SCALE: N/A
(Label)
PROJ NUMBER:
013.039
TOTAL SILT STORAGE PROVIDED: 48.3 CY. DRAWN BY: EDA
REVIEWED BY:-
50 SILT STORAGE RE UIREMENTS (ONSITE) 28 29 CONSTRUCTION ACTIVITY SCHEDULE ESTIMATED START DATE: APRIL 2022 REVISED BY: -
DRAINAGE AREA TO POND 2: 1.03 A . MONTH MONTH MONTH MONTH MONTH MONTH MONTH END OF
RE UIRED STORAGE: 67 CY / A . * 1.03 = INITIAL PHASE PROJECT
1 2 3 4 5 6 7
69.01 CY ( 1,863.27 CF )
INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, PONDS, OUTLET
PROTECTION, DIVERSION DITCHES AND TREE PROTECTION FENCES 2
SILT STORAGE PROVIDED RG
CLEARING AND GRUBBING E O TE I A
POND 2 = 371.5 CY (SED. STORAGE PROVIDED IN ADDITION TO RE 'D STORMWATER STORAGE) G RE
GIS RED

TOTAL SILT STORAGE PROVIDED: 371.5 CY. GRASSING
No. 037614

NOTE: DUE TO THE NATURE OF THE SITE ITS NOT FEASIBLE TO ROUTE ALL STORMWATER RUNOFF TO A STORMWATER POND, HOWEVER THE MAINTENANCE OF EROSION, SEDIMENTATION, POLLUTION
CONTROL, AND TREE PROTECTION MEASURES: T
IMPLEMENTATION OF SILT FENCE WILL BE UTILIZED TO ENSURE ANY STORMWATER NOT GOING THROUGH A STORMWATER POND WILL STILL Y C
BE TREATED. INTERMEDIATE PHASE E R
R P

GRADING, STORM DRAIN INSTALLATION, SD2-F, SD2-P
AND OUTLET PROTECTION
GSWCC# 0000069300
INSTALL UNDERGROUND UTILITIES
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
GRASSING
OUTLET PROTECTION TABLE
MAINTENANCE OF EROSION, SEDIMENTATION, POLLUTION
FLOW VELOCITY CONTROL, AND TREE PROTECTION MEASURES:
OUTLET Do La W1 W2 d50 D Tw RATE AT END OF
No. PIPE (FEET) (FEET) (FEET) RIP-RAP RIP-RAP STONE TAILWATER (CFS) APRON FINAL PHASE
SIZE SIZE AREA DEPTH CONDITIONS (FPS) SHEET NUMBER
ST1(FLUME) 24" 12.0' 6.0' 14.0' 0.4' 120 SF. 0.5' < 0.50' 5.19 8.89 CONSTRUCT BUILDING, PAVING AND SIDEWALKS

ST2(FLUME)
ST3(P-1.2)
ST4(P-2.2)
24"
18"
12.0'
10.0'
6.0'
4.5'
14.0'
11.5'
0.4'
0.3'
120 SF.
80 SF.
0.5'
0.5'
< 0.50'
< 0.50'
9.88
3.4
6.46
4.19
FINAL LANDSCAPING AND GRASSING:

MAINTENANCE OF EROSION, SEDIMENTATION, POLLUTION
2.1
18" 10.0' 4.5' 11.5' 0.3' 80 SF. 0.5' < 0.50' 1.32 3.16 CONTROL, AND TREE PROTECTION MEASURES:

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
AUTHORIZED DISCHARGES
EROSION, SEDIMENTATION AND POLLUTION N.P.D.E.S. NOTES SAMPLING FREQUENCY PART IV.D.6d CIVIL
ENGINEERING
LAND
SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
1. ALL DISCHARGES OF STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY THAT WILL RESULT IN LAND DISTURBANCE EQUAL TO OR
CONTROL NOTES: GREATER THAN 1 ACRE. PART I.C.1.4.c (1). THE PRIMARY PERMITTEE WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE CONSTRUCTION LANDSCAPE
AND TERTIARY PERMITTEE WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN FIVE (5) ACRES MANAGEMENT ARCHITECT
9 11 1. THE RECEIVING WATER FOR THE PROJECT IS BRUSH CREEK TRIBUTARY. THE SITE AREA IS CURRENTLY AN SPILL CONTROL PLAN: THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 2. ALL DISCHARGES COVERED BY THIS PERMIT SHALL BE COMPOSED ENTIRELY OF STORMWATER EXCEPT AS PROVIDED IN PART I.C.2 AND 31 MUST SAMPLE IN ACCORDANCE WITH THE PLAN AT LEAST ONCE FOR EACH RAINFALL EVENT DESCRIBED BELOW. LAND
25 · EMERGENCY CONTACT NUMBERS FOR SPILLS SHALL BE AVAILABLE ON-SITE. FOR A QUALIFYING EVENT, THE PERMITTEE SHALL SAMPLE AT THE BEGINNING OF ANY STORMWATER DISCHARGE
UNDEVELOPED GRASSED AREA. PROPOSED SITE CONDITIONS INCLUDE 2 PARKING LOTS WITH PONDS FOR PART III.A.2 OF THE PERMIT. PART III.A.1 PLANNING
STORM DRAINAGE. · MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE ON SITE. TO A MONITORED RECEIVING WATER AND/OR FROM A MONITORED OUTFALL WITHIN FORTY-FIVE (45) MINUTES OR
· MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP SHALL BE AVAILABLE ON-SITE. 3. AUTHORIZED MIXED STORMWATER DISCHARGES: PART I.C.2 AS SOON AS POSSIBLE.
2. 24 HOUR CONTACT PERSON: DECIUS AARON PHONE: (770) 474-1232. · ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
3 6 · KEEP TRAINED STAFF IN SPILL RESPONSE ON CALL. A. THE INDUSTRIAL SOURCE OR ACTIVITY OTHER THAN CONSTRUCTION IS LOCATED ON THE SAME SITE AS THE CONSTRUCTION ACTIVITY (2). HOWEVER, WHERE MANUAL AND AUTOMATIC SAMPLING ARE IMPOSSIBLE (AS DEFINED IN THIS PERMIT), OR ARE
3. TOTAL SITE AREA: 2.1 ACRES. TOTAL DISTURBED AREA: 2.1 ACRES. · THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE AND IS AN INTEGRAL PART OF THE CONSTRUCTION ACTIVITY. BEYOND THE PERMITTEE'S CONTROL, THE PERMITTEE SHALL TAKE SAMPLES AS SOON AS POSSIBLE, BUT IN NO
CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. CASE MORE THAN TWELVE (12) HOURS AFTER THE BEGINNING OF THE STORMWATER DISCHARGE.
15 4. STATE WATERS AND OR WETLANDS PER NELSON ENVIRONMENTAL, INC. ARE LOCATED WITHIN 200 FEET OF · SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE LOCAL OR FEDERAL B. THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE AREAS OF THE SITE WHERE CONSTRUCTION ARE
SITE DISTURBED AREA. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 FOOT GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. OCCURRING ARE IN COMPLIANCE WITH THE TERMS OF THIS PERMIT. (3). SAMPLING BY THE PERMITTEE SHALL OCCUR FOR THE FOLLOWING QUALIFYING EVENTS:
42 UNDISTURBED STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN · THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL
25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE C. STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE AREAS OF THE SITE WHERE INDUSTRIAL ACTIVITY (A). FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL, THE FIRST
43 LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS . SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. OTHER THAN CONSTRUCTION ARE OCCURRING ARE COVERED BY A DIFFERENT NPDES GENERAL PERMIT OR INDIVIDUAL PERMIT AUTHORIZING RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A STORMWATER DISCHARGE THAT ALLOWS FOR SAMPLING FALCON DESIGN
SUCH DISCHARGES AND THE DISCHARGES ARE IN COMPLIANCE WITH A DIFFERENT NPDES PERMIT. DURING NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT AFTER ALL CLEARING AND GRUBBING OPERATIONS
5. PRE DEVELOPED RUNOFF COEFFICIENT WILL BE 55, AND POST DEVELOPED RUNOFF COEFFICIENT WILL BE THE FOLLOWING MATERIALS OR SUBSTANCES ARE ANTICIPATED TO BE PRESENT ONSITE DURING HAVE BEEN COMPLETED, BUT PRIOR TO COMPLETION OF MASS GRADING OPERATIONS, IN THE DRAINAGE AREA OF CONSULTANTS
46 CONSTRUCTION: CONCRETE AND ASPHALT; CRUSHER RUN BASE MATERIAL; DETERGENTS; PAINTS (ENAMEL AND THE LOCATION SELECTED AS THE SAMPLING LOCATION;
75. 4. AUTHORIZED NON-STORMWATER DISCHARGES: PART III.A.2
LATEX); METAL STUDS; CONCRETE; TAR; FERTILIZERS; PETROLEUM BASED PRODUCTS; CLEANING SOLVENTS; STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
WOOD; MASONRY BLOCK. (B). IN ADDITION TO (A) ABOVE, FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM
14 6. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE A. FIRE FIGHTING ACTIVITIES STOCKBRIDGE, GEORGIA 30281
INITIAL SEDIMENT STORAGE REQUIREMENTS, PERIMETER CONTROL BMP'S, AND SEDIMENT BASINS IN B. FIRE HYDRANT FLUSHING AN OUTFALL, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A STORMWATER DISCHARGE THAT Ph (770)389-8666 - Fax (770)389-8656

ACCORDANCE WITH PART IV.A.5 WITHIN 7 DAYS AFTER INSTALLATION. 16. ALL PETROLEUM PRODUCTS SHALL BE STORED AND USED IN AN AREA THAT PROVIDES A SECONDARY C. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHING OCCURS DURING NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT EITHER 90 DAYS AFTER THE FIRST CUMMING OFFICE
NEWNAN OFFICE
CONTAINMENT FEATURE, AND SHALL BE LOCATED IN AN AREA WITH THE LEAST FORESEEABLE IMPACT IF A D. IRRIGATION DRAINAGE SAMPLING EVENT OR AFTER ALL MASS GRADING OPERATIONS HAVE BEEN COMPLETED, BUT PRIOR TO SUBMITTAL 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
7. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE CATASTROPHIC EVENT SHOULD OCCUR. EMERGENCY CONTACT NUMBERS AND PROCEDURES FOR SPILLS E. AIR CONDITIONING CONDENSATE OF A NOT, IN THE DRAINAGE AREA OF THE LOCATION SELECTED AS THE SAMPLING LOCATION, WHICHEVER COMES Ph. (770) 755-7978 Ph. (678) 807-7100
20 FIRST;
APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SHALL BE AVAILABLE ON-SITE. F. SPRINGS
www.fdc-llc.com

LEE STREET IMPROVEMENTS
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. G. UNCONTAMINATED GROUND WATER
17. WASTE DISPOSAL: SOLID MATERIALS, INCLUDING BUILDING MATERIALS WILL BE DISPOSED OF OFF SITE AND H. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS OR POLLUTANTS. (C). AT THE TIME OF SAMPLING PERFORMED PURSUANT TO (A) AND (B) ABOVE, IF BMPS IN ANY AREA OF THE SITE
8. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP's WITH A THEREFORE WILL NOT BE DISCHARGED TO WATERS OF THE STATE FROM THE CONSTRUCTION SITE, EXCEPT AS THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL ARE NOT PROPERLY DESIGNED, INSTALLED AND
17 HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. AUTHORIZED BY A SECTION 404 PERMIT. LIMITATIONS ON COVERAGE PART I.C.3 MAINTAINED, CORRECTIVE ACTION SHALL BE DEFINED AND IMPLEMENTED WITHIN TWO (2) BUSINESS DAYS, AND
TURBIDITY SAMPLES SHALL BE TAKEN FROM DISCHARGES FROM THAT AREA OF THE SITE FOR EACH SUBSEQUENT
9. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION 18. ALL POTENTIAL POLLUTION SOURCES WILL BE IDENTIFIED, INCLUDING PETROLEUM PRODUCT STORAGE, 1. THE FOLLOWING STORMWATER DISCHARGES FROM CONSTRUCTION SITES ARE NOT AUTHORIZED BY THIS PERMIT: RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH DURING NORMAL BUSINESS HOURS* UNTIL THE SELECTED
19 CONTROL MEASURES AND PRACTICES PRIOR TO, LAND-DISTURBING ACTIVITIES. CONCRETE HANDLING, HERBICIDES AND ANY OTHER POLLUTANTS WHICH HAVE THE POTENTIAL TO BE EXPOSED TURBIDITY STANDARD IS ATTAINED, OR UNTIL POST-STORM EVENT INSPECTIONS DETERMINE THAT BMPS ARE
TO RAINFALL AND BE DISCHARGED IN THE STORM WATER RUNOFF. PRACTICES WILL BE IMPLEMENTED TO A. STORMWATER DISCHARGES ASSOCIATED WITH AND INDUSTRIAL ACTIVITY THAT ORIGINATES FROM THE SITE AFTER CONSTRUCTION PROPERLY DESIGNED, INSTALLED AND MAINTAINED;
10. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH ENSURE THE REDUCTION OF THESE POLLUTANTS IN STORM WATER DISCHARGES. ACTIVITIES HAVE BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION.

LOCATED IN:
21 MULCH OR TEMPORARY SEEDING. (D). WHERE SAMPLING PURSUANT TO (A), (B) OR (C) ABOVE IS REQUIRED BUT NOT POSSIBLE (OR NOT REQUIRED
B. DISCHARGES THAT ARE MIXED WITH SOURCES OF NON-STORMWATER OTHER THAN DISCHARGES WHICH ARE IDENTIFIED IN PART III.A.2 BECAUSE THERE WAS NO DISCHARGE), THE PRIMARY PERMITTEE, IN ACCORDANCE WITH PART IV.D.4.A.(6)., OR THE
11. CONSTRUCTION EXIT TO BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF OF THIS PERMIT AND WHICH ARE IN COMPLIANCE WITH PART IV.D.7 (NON-STORMWATER DISCHARGES) OF THIS PERMIT. TERTIARY PERMITTEE,
MUD ONTO PUBLIC ROADS. CONSTRUCTION EXIT STONE SIZE TO BE A.S.T.M. 0448, SIZE #1 (1-1/2" TO 3-1/2"
DIAMETER) WITH A MIN. PAD THICKNESS OF 6". C. STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY THAT ARE SUBJECT TO AN EXISTING NPDES INDIVIDUAL OR IN ACCORDANCE WITH PART IV.D.4.C.(6)., MUST INCLUDE A WRITTEN JUSTIFICATION IN THE INSPECTION REPORT OF
34 GENERAL PERMIT. SUCH DISCHARGES MAY BE AUTHORIZED UNDER THIS PERMIT AFTER AN EXISTING PERMIT EXPIRES PROVIDED THE WHY SAMPLING WAS NOT PERFORMED. PROVIDING THIS JUSTIFICATION DOES NOT RELIEVE THE PERMITTEE OF
12. ALL SILT FENCE SHALL COMPLY WITH GEORGIA D.O.T. STANDARDS AND SPECIFICATIONS. THE ANY SUBSEQUENT SAMPLING OBLIGATIONS UNDER (A), (B) OR (C) ABOVE; AND

NPDES NOTES
EXISTING PERMIT DID NOT ESTABLISH NUMERIC LIMITATIONS FOR SUCH DISCHARGES.
CONTRACTOR SHALL PROVIDE A LETTER OF WARRANTY THAT MATERIALS MEET THESE SPECIFICATIONS AND
THAT THE FABRIC IS ON GA. D.O.T. Q.P.L. #36. D. STORMWATER DISCHARGES FROM CONSTRUCTION SITES THAT THE DIRECTOR (EPD) HAS DETERMINED TO BE OR MAY REASONABLY BE (E). EXISTING CONSTRUCTION ACTIVITIES, I.E., THOSE THAT ARE OCCURRING ON OR BEFORE THE EFFECTIVE DATE
OF THIS PERMIT, THAT HAVE MET THE SAMPLING REQUIRED BY (A) ABOVE SHALL SAMPLE IN ACCORDANCE WITH (B).

LAND LOT 61, DISTRICT 12
EXPECTED TO BE CONTRIBUTING TO A VIOLATION OF A WATER QUALITY STANDARD.
13. NOTIFY THE LOCAL ISSUING AUTHORITY 24 HOURS PRIOR TO COMMENCING WORK. NO CLEARING, THOSE EXISTING CONSTRUCTION ACTIVITIES THAT HAVE MET THE SAMPLING REQUIRED BY (B) ABOVE SHALL NOT
GRADING, FILLING, OR OTHER LAND DISTURBING ACTIVITIES SHALL OCCUR UNTIL APPROVED EROSION AND WATER QUALITY COMPLIANCE PART I.C.4 BE REQUIRED TO CONDUCT ADDITIONAL SAMPLING OTHER THAN AS REQUIRED BY (C) ABOVE.
SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED, EXCEPT THOSE ACTIVITIES REQUIRED TO INSTALL

CITY OF STOCKBRIDGE
THE NEEDED EROSION AND SEDIMENT CONTROL MEASURES. EROSION CONTROL MEASURES WILL BE *NOTE THAT THE PERMITTEE MAY CHOOSE TO MEET THE REQUIREMENTS OF (A) AND (B) ABOVE BY COLLECTING
ALL DISCHARGES AUTHORIZED BY THIS PERMIT SHALL NOT CAUSE VIOLATIONS OF GEORGIA'S IN-STREAM WATER QUALITY STANDARDS AS TURBIDITY SAMPLES FROM ANY RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH AND ALLOWS FOR SAMPLING AT
CONSTRUCTED AS REQUIRED BY THE DESIGN PROFESSIONAL OR THE LOCAL ISSUING AUTHORITY, IN

FOR
PROVIDED BY THE RULES AND REGULATIONS FOR WATER QUALITY CONTROL, CHAPTER 391-3-6-03. ANY TIME OF THE DAY OR WEEK.
ACCORDANCE WITH "THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", LATEST EDITION.
PLEASE REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEET FOR ADDITIONAL NOTATIONS AND 33 SAMPLING REQUIREMENTS PART IV.D.6
MISCELLANEOUS DETAILS. REPORTING PART IV.E

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
1. SAMPLING REQUIREMENTS. THIS PERMIT REQUIRES THE MONITORING OF NEPHELOMETRIC TURBIDITY IN RECEIVING WATER(S) OR OUTFALLS
14. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE IN ACCORDANCE WITH THIS PERMIT. THIS SECTION IS APPLICABLE TO PRIMARY PERMITTEES WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR 1. THE APPLICABLE PERMITTEES ARE REQUIRED TO SUBMIT THE SAMPLING RESULTS TO THE EPD AT THE ADDRESS SHOWN IN PART II.C. BY

CITY OF STOCKBRIDGE
, GEORGIA
OWNER/OPERATOR DURING THE ENTIRE CONSTRUCTION PROCESS. TEMPORARY MEASURES SHALL BE GREATER THAN ONE (1) ACRE AND TERTIARY PERMITTEES WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN FIVE (5) ACRES. THE FIFTEENTH DAY OF THE MONTH FOLLOWING THE REPORTING PERIOD. REPORTING PERIODS ARE MONTHS DURING WHICH SAMPLES ARE
REMOVED ONLY AFTER PERMANENT STABILIZATION OF ALL DITCHES, SHOULDERS, SLOPES AND ALL THIS SECTION IS NOT APPLICABLE TO SECONDARY PERMITTEES. THE FOLLOWING PROCEDURES CONSTITUTE EPD'S GUIDELINES FOR SAMPLING TAKEN IN ACCORDANCE WITH THIS PERMIT. SAMPLING RESULTS SHALL BE IN A CLEARLY LEGIBLE FORMAT. UPON WRITTEN NOTIFICATION, EPD
DISTURBED AREAS IS ACCOMPLISHED. TO FACILITATE ACCEPTANCE OF THE STREETS AND IMPROVEMENTS TURBIDITY. MAY REQUIRE THE APPLICABLE PERMITTEE TO SUBMIT THE SAMPLING RESULTS ON A MORE FREQUENT BASIS. SAMPLING AND ANALYSIS OF ANY
PRIOR TO THE ESTABLISHMENT OF SUCH PERMANENT STABILIZATION, A SPECIFIC BOND IN THE AMOUNT OF A a. SAMPLING REQUIREMENTS SHALL INCLUDE THE FOLLOWING: STORMWATER DISCHARGE(S) OR THE RECEIVING WATER(S) BEYOND THE MINIMUM FREQUENCY STATED IN THIS PERMIT MUST BE REPORTED IN A
SPECIFIC PROPOSAL FOR THE COST OF MAINTAINING THE TEMPORARY CONTROL MEASURES INCLUDING (1). A USGS TOPOGRAPHIC MAP, A TOPOGRAPHIC MAP OR A DRAWING (REFERRED TO AS A TOPOGRAPHIC MAP) THAT IS A SCALE EQUAL TO OR SIMILAR MANNER TO THE EPD. THE SAMPLING REPORTS MUST BE SIGNED IN ACCORDANCE WITH PART V.G.2. SAMPLING REPORTS MUST BE
TEMPORARY GRASSING AND ESTABLISHING THE PERMANENT STABILIZATION WITHIN A REASONABLE TIME MORE DETAILED THAN A 1:24000 MAP SHOWING THE LOCATION OF THE SITE OR THE COMMON DEVELOPMENT; (A) THE LOCATION OF ALL PERENNIAL SUBMITTED TO EPD USING THE ELECTRONIC SUBMITTAL SERVICE PROVIDED BY EPD. SAMPLING REPORTS MUST BE SUBMITTED TO EPD UNTIL
RELATIVE TO THE GROWING SEASON MAY BE REQUIRED BY THE LOCAL ISSUING AUTHORITY WITH THE DEEDS AND INTERMITTENT STREAMS AND OTHER WATER BODIES AS SHOWN ON A USGS TOPOGRAPHIC MAP, AND ALL OTHER PERENNIAL AND SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI
AND REQUEST FOR ACCEPTANCE. NOTE FOR STREAM: < 25 NTU CHANGE ALLOWED BETWEEN UPSTREAM AND INTERMITTENT STREAMS AND OTHER WATER BODIES LOCATED DURING MANDATORY FIELD VERIFICATION, INTO WHICH THE STORMWATER IS
DOWNSTREAM SAMPLING POINTS FOR RECEIVING STREAM (WARM WATER) DISCHARGED AND (B) THE RECEIVING WATER AND/OR OUTFALL SAMPLING LOCATIONS. WHEN THE PERMITTEE HAS CHOSEN TO USE A USGS 2. ALL SAMPLING REPORTS SHALL INCLUDE THE FOLLOWING INFORMATION:
15. POLLUTION CONTROLS: TOPOGRAPHIC MAP AND THE RECEIVING WATER(S) IS NOT SHOWN ON THE USGS TOPOGRAPHIC MAP, THE LOCATION OF THE RECEIVING WATER(S) A. THE RAINFALL AMOUNT, DATE, EXACT PLACE AND TIME OF SAMPLING OR MEASUREMENTS;
MUST BE HAND-DRAWN ON THE USGS TOPOGRAPHIC MAP FROM WHERE THE STORMWATER(S) ENTERS THE RECEIVING WATER(S) TO THE POINT B. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMEDTHE SAMPLING AND MEASUREMENTS;
28 POLLUTION CONTROL MEASURES FOR THE SITE INCLUDE PROPER WASTE DISPOSAL, PROPER MANAGEMENT
OF CHEMICAL STORAGE TANKS, EROSION FROM EGRESSES, SANITARY SEWAGE DISPOSAL AND ON-SITE WHERE THE RECEIVING WATER(S) COMBINES WITH THE FIRST BLUE LINE STREAM SHOWN ON THE USGS TOPOGRAPHIC MAP; C. THE DATE(S) ANALYSES WERE PERFORMED;
VEHICLE STORAGE AND MAINTENANCE. NO DEBRIS THAT IS GENERATED WILL BE BURIED ON SITE. SITE SPECIFIC NOTES D. THE TIME(S) ANALYSES WERE INITIATED;
(2). THE ANALYTICAL METHOD USED TO COLLECT AND ANALYZE THE SAMPLES INCLUDING QUALITY CONTROL/QUALITY ASSURANCE PROCEDURES. E. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES;
(1) WASTE DISPOSAL: 1. "PAINT AND/OR OTHER CHEMICALS SHALL BE STORED IN SECURED FACILITIES WITH RESTRICTED ACCESS TO THIS NARRATIVE MUST INCLUDE PRECISE SAMPLING METHODOLOGY FOR EACH SAMPLING LOCATION;
WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A EMPLOYEES ONLY. CLEANUP AND DISPOSAL OF THIS MATERIAL SHALL BE IN ACCORDANCE WITH ALL F. REFERENCES AND WRITTEN PROCEDURES, WHEN AVAILABLE, FOR THE ANALYTICAL TECHNIQUES OR
18 RECOGNIZED LOCAL AND FEDERAL REQUIREMENTS. ALL DISPOSAL SHALL BE TO APPROVED OFF SITE WASTE (3). WHEN THE PERMITTEE HAS DETERMINED THAT SOME OR ALL OUTFALLS WILL BE SAMPLED, A RATIONALE MUST BE INCLUDED ON THE PLAN FOR METHODS USED;
SECTION 404 PERMIT. CLEANUP AND DISPOSAL OF ALL WASTE MATERIALS (SOLID OR HAZARDOUS) SHALL BE IN
ACCORDANCE WITH ALL RECOGNIZED LOCAL AND FEDERAL REQUIREMENTS. ALL DISPOSAL SHALL BE TO FACILITIES CLASSIFIED TO ACCEPT THAT MATERIAL." THE NTU LIMIT(S) SELECTED FROM APPENDIX B. THIS RATIONALE MUST INCLUDE THE SIZE OF THE CONSTRUCTION SITE, THE CALCULATION OF THE G. THE RESULTS OF SUCH ANALYSES, INCLUDING THE BENCH SHEETS, INSTRUMENT READOUTS,
APPROVED OFF-SITE WASTE FACILITIES. SIZE OF THE SURFACE WATER DRAINAGE AREA, AND THE TYPE OF RECEIVING WATER(S) (I.E., TROUT STREAM OR SUPPORTING WARM WATER COMPUTER DISKS OR TAPES, ETC., USED TO DETERMINE THESE RESULTS;
2. "ALL PETROLEUM PRODUCTS SHALL BE STORED AND USED IN AN AREA THAT PROVIDES A SECONDARY FISHERIES); AND H. RESULTS WHICH EXCEED 1000 NTU SHALL BE REPORTED AS "EXCEEDS 1000 NTU;" AND

REVISED PER GSWCC COMMENTS
ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. CONTAINMENT FEATURE, AND SHALL BE LOCATED IN AN AREA WITH THE LEAST FORESEEABLE IMPACT IF A ENVIRONMENTAL PROTECTION DIVISION I. CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE PLAN
NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE APPROPRIATE ONSITE OR OFFSITE LOCATION. CATASTROPHIC EVENT SHOULD OCCUR. EMERGENCY CONTACT NUMBERS AND PROCEDURES FOR SPILLS SHALL
THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR SEEING THAT BE AVAILABLE ON-SITE. (4). ANY ADDITIONAL INFORMATION EPD DETERMINES NECESSARY TO BE PART OF THE PLAN. EPD WILL PROVIDE WRITTEN NOTICE TO THE 3. ALL WRITTEN CORRESPONDENCE REQUIRED BY THIS PERMIT SHALL BE SUBMITTED BY RETURN RECEIPT
THESE PROCEDURES ARE FOLLOWED. PERMITTEE OF THE INFORMATION NECESSARY AND THE TIME LINE FOR SUBMITTAL. CERTIFIED MAIL (OR SIMILAR SERVICE) TO THE APPROPRIATE DISTRICT OFFICE OF THE EPD ACCORDING TO THE
3. WASTE MATERIALS NOT DEPOSITED IN STATE WATERS. SCHEDULE IN APPENDIX A OF THIS PERMIT. THE APPLICABLE PERMITTEES SHALL RETAIN A COPY OF THE PROOF OF
(2) OFFSITE VEHICLE TRACKING: SAMPLING REQUIREMENTS PART IV.D.6b SUBMITTAL AT THE CONSTRUCTION SITE OR THE PROOF OF SUBMITTAL SHALL BE READILY AVAILABLE AT A

UTILITIES PROTECTION CENTER
DESIGNATED LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS SUBMITTED IN

REVISIONS
OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, AND SEDIMENTS AND THE GENERATION OF DUST SHALL BE

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS
SAMPLE TYPE. ALL SAMPLING SHALL BE COLLECTED BY “GRAB SAMPLES" AND THE ANALYSIS OF THESE SAMPLES MUST BE CONDUCTED IN ACCORDANCE WITH PART VI.

Call before you dig.
MINIMIZED OR ELIMINATED TO THE MAXIMUM EXTENT PRACTICAL. A STABILIZED CONSTRUCTION ENTRANCE
HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO ACCORDANCE WITH METHODOLOGY AND TEST PROCEDURES ESTABLISHED BY 40 CFR PART 136 (UNLESS OTHER TEST PROCEDURES HAVE BEEN
SITE CERTIFICATION

Know what's below.
THE SITE ENTRANCE WILL BE CLEANED AS NECESSARY TO REMOVE ANY EXCESS MUD, DIRT, OR ROCK APPROVED); THE GUIDANCE DOCUMENT TITLED "NPDES STORM WATER SAMPLING GUIDANCE DOCUMENT, EPA 833-B-92-001" AND GUIDANCE RETENTION OF RECORDS PART IV.F
DOCUMENTS THAT MAY BE PREPARED BY THE EPD.

OR DIAL 811
TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE 32
COVERED WITH A TARPAULIN ON AN AS NEEDED BASIS. A CONCRETE TRUCK WASHOUT LOCATION SHALL BE IN “I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN
1. THE PRIMARY PERMITTEE SHALL RETAIN THE FOLLOWING RECORDS AT THE CONSTRUCTION SITE OR THE RECORDS SHALL BE
A TEMPORARY TRUCK WASH AREA LOCATED AT THE SITE ENTRANCE. WASHOUT SHALL BE CONTAINED WITHIN 13 APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA (1). SAMPLE CONTAINERS SHOULD BE LABELED PRIOR TO COLLECTING THE SAMPLES.
READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS
A PIT OR TRENCH WITH NO MATERIAL LEAVING THE SITE OR IMPACTING VEGETATED OR NON-DISTURBED WATER QUALITY CONTROL ACT AND THE DOCUMENT “MANUAL FOR EROSION AND SEDIMENT CONTROL IN
SUBMITTED IN ACCORDANCE WITH PART VI:

REVISED PER GSWCC COMMENTS
AREAS. GEORGIA" (MANUAL) PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 (2). SAMPLES SHOULD BE WELL MIXED BEFORE TRANSFERRING TO A SECONDARY CONTAINER.
OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE A. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD;
WASHOUT OF THE CONCRETE DRUM AT THE SITE IS PROHIBITED. RECEIVING WATER(S) OR THE SAMPLING OF THE STORMWATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF (3). LARGE MOUTH, CLEAN AND RINSED GLASS OR PLASTIC JARS SHOULD BE USED FOR COLLECTING SAMPLES. THE JARS SHOULD BE CLEANED
B. A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT;
BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED THOROUGHLY TO AVOID CONTAMINATION. 8
C. THE DESIGN PROFESSIONAL'S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED IN ACCORDANCE WITH PART IV.A.5.
24 (3) SANITARY WASTE: IN THE GENERAL NPDES PERMIT NO. GAR100001.” OF THIS PERMIT;
AS SITE CONDITIONS WARRANT, ALL SANITARY WASTE WILL BE MANAGED APPROPRIATELY BY EITHER AN (4). MANUAL, AUTOMATIC OR RISING STAGE SAMPLING MAY BE UTILIZED. SAMPLES REQUIRED BY THIS PERMIT SHOULD BE ANALYZED IMMEDIATELY,
D. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THIS PERMIT;
ONSITE PORTABLE UNIT(S) COLLECTED AT A MINIMUM OF ONCE PER WEEK BY THE LOCAL MUNICIPALITY "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS BUT IN NO CASE LATER THAN 48 HOURS AFTER COLLECTION. HOWEVER, SAMPLES FROM AUTOMATIC SAMPLERS MUST BE COLLECTED NO LATER
E. A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.A. OF THIS PERMIT;

DATE
THAN THE NEXT BUSINESS DAY AFTER THEIR ACCUMULATION, UNLESS FLOW THROUGH AUTOMATED ANALYSIS IS UTILIZED. IF AUTOMATIC 1. 4/7/22
AND/OR STATE OF GEORGIA LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, OR WITH A 12 DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION." F. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS GENERATED IN ACCORDANCE WITH PART III.D.2. OF 2. 4/21/22
MANAGEMENT PLAN THAT ROUTES INDIVIDUALS TO A LEGAL AND APPROPRIATE SANITARY WASTE FACILITY. SAMPLING IS UTILIZED AND THE AUTOMATIC SAMPLER IS NOT ACTIVATED DURING THE QUALIFYING EVENT, THE PERMITTEE MUST UTILIZE MANUAL 3. 5/9/22
THIS PERMIT; AND 4.
"THE PRIMARY PERMITTEE SHALL MAKE EROSION, SEDIMENTATION & POLLUTION CONTROL PLANS AVAILABLE UPON SAMPLING OR RISING STAGE SAMPLING DURING THE NEXT QUALIFYING EVENT. DILUTION OF SAMPLES IS NOT REQUIRED. SAMPLES MAY BE 5.
ANALYZED USING A DIRECT READING, PROPERLY CALIBRATED TURBIDIMETER. SAMPLES ARE NOT REQUIRED TO BE COOLED. G. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.A.(2). OF THIS PERMIT. 6.
(4) SPILL REMEDIATION MANAGEMENT PRACTICES: REQUEST TO DESIGNATED OFFICIALS OF THE LOCAL GOVERNMENT. INSPECTIONS SHALL BE DONE BY A CERTIFIED 8.
THE FOLLOWING ARE THE BEST MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS PERSONNEL PROVIDED BY THE PRIMARY PERMITTEE AND THE ASSOCIATED RECORDS SHALL BE KEPT ON-SITE IN 2. COPIES OF ALL NOTICES OF INTENT, NOTICES OF TERMINATION, INSPECTION REPORTS, SAMPLING REPORTS (INCLUDING ALL
(5). SAMPLING AND ANALYSIS OF THE RECEIVING WATER(S) OR OUTFALLS BEYOND THE MINIMUM FREQUENCY STATED IN THIS PERMIT MUST BE
25 OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES, AS WELL AS A CLEAN-UP PLAN IF COMPLIANCE WITH GAR. 100001." CALIBRATION AND MAINTENANCE RECORDS AND ALL ORIGINAL STRIP CHART RECORDINGS FOR CONTINUOUS MONITORING
REPORTED TO EPD AS SPECIFIED IN PART IV.E.
NECESSARY. INSTRUMENTATION) OR OTHER REPORTS REQUESTED BY THE EPD, EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS, RECORDS
"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT AND ALL OTHER RECORDS REQUIRED BY THIS
RISK REDUCTION: PETROLEUM, FERTILIZERS AND PAINT PRODUCTS DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT CERTIFIED PERSONNEL
SAMPLING REQUIREMENTS PART IV.D.6c
PERMIT SHALL BE RETAINED BY THE PERMITTEE WHO EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE
· AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR DATE THAT THE NOT IS SUBMITTED IN ACCORDANCE WITH PART VI OF THIS PERMIT. THESE RECORDS MUST BE MAINTAINED AT THE DATE: 2/25/22
· PRODUCTS WILL BE STORED IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL, (1). FOR CONSTRUCTION ACTIVITIES THE PRIMARY PERMITTEE WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE
PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE PERMITTEE'S PRIMARY PLACE OF BUSINESS ONCE THE CONSTRUCTION ACTIVITY HAS CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE SCALE: N/A
AND MUST BE KEPT OFF THE GROUND IN SECURELY FASTENED LIDS. AND TERTIARY PERMITTEE WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN FIVE (5) ACRES MUST SAMPLE ALL RECEIVING
INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, EXTENDED BY REQUEST OF THE EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.
· SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. WATER(S), OR ALL OUTFALL(S), OR A COMBINATION OF RECEIVING WATER(S) AND OUTFALL(S). SAMPLES TAKEN FOR THE PURPOSE OF COMPLIANCE PROJ NUMBER:
013.039
AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION,
· WHENEVER PRACTICAL, ALL OF A PRODUCT WILL BE USED BEFORE DISPOSING OF THE CONTAINER. WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY AND REPRESENTATIVE OF THE WATER QUALITY OF THE RECEIVING INITIAL PHASE SEQUENCING DRAWN BY: EDA
INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." (SECTION V.G.d.) 37
· MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. WATER(S) AND/OR THE STORMWATER OUTFALLS USING THE FOLLOWING MINIMUM GUIDELINES:
REVIEWED BY:-
· THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS. "I CERTIFY THAT I, AS THE PROFESSIONAL WHO PREPARED THE ES&PC PLAN, WILL INSPECT THE INSTALLATION OF 1. CONTRACTOR SHALL CONFIRM PRIOR TO CONSTRUCTION THAT THE N.O.I. HAS BEEN FILED AND ASSOCIATED FEES PAID. THE N.O.I. AND
(A). THE UPSTREAM SAMPLE FOR EACH RECEIVING WATER(S) MUST BE TAKEN IMMEDIATELY UPSTREAM OF THE CONFLUENCE OF THE FIRST FEES MUST BE SUBMITTED TO THE GA E.P.D. AND/OR LOCAL ISSUING AUTHORITY AT LEASE 14 DAYS PRIOR TO BEGINNING CONSTRUCTION. REVISED BY: -
· ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) WILL BE RETAINED. THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER BMP'S SHOWN ON THE APPROVED PLAN WITHIN STORMWATER DISCHARGE FROM THE PERMITTED ACTIVITY (I.E., THE DISCHARGE FARTHEST UPSTREAM AT THE SITE)
· IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL AND STATE RECOMMENDED SEVEN (7) DAYS AFTER INSTALLATION BUT DOWNSTREAM OF ANY OTHER STORMWATER DISCHARGES NOT ASSOCIATED WITH THE PERMITTED ACTIVITY. WHERE APPROPRIATE, SEVERAL 2. INSTALL CONSTRUCTION EXIT, TIRE WASH DOWN AND FUEL STORAGE AREAS.
METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED.
UPSTREAM SAMPLES FROM ACROSS THE RECEIVING WATER(S) MAY NEED TO BE TAKEN AND THE ARITHMETIC AVERAGE OF THE TURBIDITY OF
· ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE
THESE SAMPLES USED FOR THE UPSTREAM TURBIDITY VALUE. 3. INSTALL PERIMETER EROSION CONTROL DEVICES (SD1-S).
TO REDUCE THE CHANCE OF LEAKAGE. 2
· ALL PRODUCTS SHALL BE STORED AND USED IN AN AREA THAT PROVIDES A SECONDARY CONTAINMENT
(B). THE DOWNSTREAM SAMPLE FOR EACH RECEIVING WATER(S) MUST BE TAKEN DOWNSTREAM OF THE CONFLUENCE OF THE LAST STORMWATER RG
FEATURE, AND SHALL BE LOCATED IN AN AREA WITH THE LEAST FORESEEABLE IMPACT IF A CATASTROPHIC 12 13 NOI APPLICANT SIGNATURE DATE
4. DEMO AS NEEDED TO CONSTRUCT SEDIMENT STORAGE PONDS. E O TE I A
DISCHARGE FROM THE PERMITTED ACTIVITY (I.E., THE DISCHARGE FARTHEST DOWNSTREAM AT THE SITE) BUT UPSTREAM OF ANY OTHER G RE
GIS RED
EVENT SHOULD OCCUR. FACILITIES SHOULD BE COVERED AND ACCESS RESTRICTED TO EMPLOYEES ONLY.
STORMWATER DISCHARGE NOT ASSOCIATED WITH THE PERMITTED ACTIVITY. WHERE APPROPRIATE, SEVERAL DOWNSTREAM SAMPLES FROM 5. COMPLETE SEDIMENT POND GRADING AND INSTALL SKIMMERS. ENSURE TEMPORARY VEGETATION AND SLOPE STABILIZATION MEASURES
· FERTILIZERS USED WILL BE APPLIED ONLY IN MINIMUM AMOUNTS AS RECOMMENDED BY THE ACROSS THE RECEIVING WATER(S) MAY NEED TO BE TAKEN AND THE ARITHMETIC AVERAGE OF THE TURBIDITY OF THESE SAMPLES USED FOR THE
MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMITS EXPOSURE TO ARE IN PLACE FOR ALL DISTURBED AREAS. No. 037614
DOWNSTREAM TURBIDITY VALUE.
STORM WATER. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A
SEALABLE PLASTIC BIN TO AVOID SPILLS. 12 13 6. SCHEDULE INSPECTION WITH PROJECT DESIGN PROFESSIONAL. T E
(C). IDEALLY THE SAMPLES SHOULD BE TAKEN FROM THE HORIZONTAL AND VERTICAL CENTER OF THE RECEIVING WATER(S) OR THE STORMWATER C
· KEEP FLAMMABLE LIQUIDS IN CLOSED CONTAINERS WHEN NOT IN USE. Y
· USE PROPER RECEPTACLES TO DISPOSE OF CONTAMINATED WASTES THAT CANNOT BE RECYCLED IN ENGINEER SIGNATURE DATE OUTFALL CHANNEL(S). 7. BEGIN FULL DEMOLITION ACTIVITIES. INSTALL DIVERSION CHANNELS AS DEMOLITION PROGRESSES. L
R R
CONFORMANCE WITH FEDERAL, STATE AND/OR LOCAL REGULATIONS. (D). CARE SHOULD BE TAKEN TO AVOID STIRRING THE BOTTOM SEDIMENTS IN THE RECEIVING WATER(S) OR IN THE OUTFALL STORMWATER INTERMEDIATE PHASE SEQUENCING
· DO NOT DUMP PETROLEUM PRODUCT WASTE, PESTICIDES, FERTILIZERS, PAINTS OR OTHER CHEMICALS INTO CHANNEL.
SEWERS, STORMDRAINS OR DRAINAGE CHANNELS. 1. INSPECT AND MAINTAIN ALL EXISTING BMP'S.
· PREVENT SPILLS OF PETROLEUM PRODUCTS FROM OCCURRING BY TAKING SPECIAL CARE WHEN HANDLING, (E). THE SAMPLING CONTAINER SHOULD BE HELD SO THAT THE OPENING FACES UPSTREAM. GSWCC# 0000069300
AND KEEP FACILITIES AND EQUIPMENT MAINTAINED. 2. INSTALL STORM LINES TO EACH POND. THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
· USE SPILL PROOF CONTAINERS AND FUNNELS WHEN TRANSFERRING FLUIDS FROM ONE CONTAINER TO (F). THE SAMPLES SHOULD BE KEPT FREE FROM FLOATING DEBRIS. ACROSS THE REGISTRANT'S SEAL.
ANOTHER. 3. INSTALL INLET/OUTLET EROSION PROTECTION FOR STORM STRUCTURES..
· POST INFORMATIONAL MATERIALS REGARDING CHEMICAL CONTROL. (G). PERMITTEES DO NOT HAVE TO SAMPLE SHEET FLOW THAT FLOWS ONTO UNDISTURBED NATURAL AREAS OR AREAS STABILIZED BY THE
PROJECT. FOR PURPOSES OF THIS SECTION, STABILIZED SHALL MEAN, FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT 4. BEGIN CUT/FILL ACTIVITIES. INSTALL SD2'S.
27 (5).FOR BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, STRUCTURES AND AREAS LOCATED OUTSIDE THE WASTE DISPOSAL LIMITS OF A LANDFILL CELL THAT HAS BEEN CERTIFIED BY EPD FOR WASTE
FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS PRESENT ON DISPOSAL, 100% OF THE SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER, OR 5. INSTALL REMAINING SITE UTILITIES. ENSURE TEMPORARY/PERMANENT VEGETATION AND SLOPE STABILIZATION MEASURES ARE IN PLACE
THE SITE, PROVIDE COVER (E.G. PLASTIC SHEETING, TEMPORARY ROOFS) TO MINIMIZE THE EXPOSURE OF LANDSCAPED ACCORDING TO THE PLAN (UNIFORMLY COVERED WITH LANDSCAPING MATERIALS IN PLANNED LANDSCAPED AREAS), OR EQUIVALENT FOR ALL DISTURBED AREAS. SHEET NUMBER
THESE PRODUCTS TO PRECIPITATION AND TO STORMWATER, OR A SIMILARLY EFFECTIVE MEANS DESIGNED TO PERMANENT STABILIZATION MEASURES AS DEFINED IN THE MANUAL (EXCLUDING A CROP OF ANNUAL VEGETATION AND SEEDING OF TARGET CROP
MINIMIZE THE DISCHARGE OF POLLUTANTS FROM THESE AREAS. MINIMIZATION OF EXPOSURE IS NOT PERENNIALS APPROPRIATE FOR THE REGION). FINAL PHASE SEQUENCING

2.2
REQUIRED IN CASES WHERE EXPOSURE TO PRECIPITATION AND TO STORMWATER WILL NOT RESULT IN A
DISCHARGE OF POLLUTANTS, OR WHERE EXPOSURE OF A SPECIFIC MATERIAL OR PRODUCT POSES LITTLE (H). ALL SAMPLING PURSUANT TO THIS PERMIT MUST BE DONE IN SUCH A WAY (INCLUDING GENERALLY ACCEPTED SAMPLING METHODS, LOCATIONS, 1. INSTALL FINAL SLOPE STABILIZATION. ENSURE PERMANENT VEGETATION IS IN PLACE THROUGHOUT SITE.
RISK TO STORMWATER CONTAMINATION (SUCH AS FINAL PRODUCTS AND MATERIALS INTENDED FOR OUTDOOR TIMING, AND FREQUENCY) AS TO ACCURATELY REFLECT WHETHER STORMWATER RUNOFF FROM THE CONSTRUCTION SITE IS IN COMPLIANCE WITH
USE). THE STANDARD SET FORTH IN PARTS 2. INSTALL STORM INLET PROTECTION MEASURES.
III.D.3. OR III.D.4., WHICHEVER IS APPLICABLE.
3. REMOVE ALL TEMPORARY BMP'S.
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
1 CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

29 30 4. INSPECTIONS. [PERMIT#: GAR100001]

a. PERMITTEE REQUIREMENTS.

(1). EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A PRIMARY PERMITTEE'S SITE, CERTIFIED PERSONNEL PROVIDED BY THE
PRIMARY PERMITTEE SHALL INSPECT: (A) ALL AREAS AT THE PRIMARY PERMITTEE'S SITE WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR HANDLED FOR
SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT AND (B) ALL LOCATIONS AT THE PRIMARY PERMITTEE'S SITE WHERE VEHICLES ENTER OR EXIT THE SITE FOR
EVIDENCE OF OFF-SITE SEDIMENT TRACKING. THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED.

(2). MEASURE AND RECORD RAINFALL WITHIN DISTURBED AREAS OF THE SITE THAT HAVE NOT MET FINAL STABILIZATION ONCE EVERY 24 HOURS EXCEPT ANY
NON-WORKING SATURDAY, NON-WORKING SUNDAY AND NON-WORKING FEDERAL HOLIDAY. THE DATA COLLECTED FOR THE PURPOSE OF COMPLIANCE WITH THIS
FALCON DESIGN
PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY. MEASUREMENT OF RAINFALL MAY BE SUSPENDED IF ALL AREAS OF THE SITE HAVE
UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION.
CONSULTANTS
(3). CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT THE FOLLOWING AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00 PM ON ANY FRIDAY OR ON ANY STOCKBRIDGE, GEORGIA 30281
NON-WORKING SATURDAY, NON-WORKING SUNDAY OR ANY NON-WORKING FEDERAL HOLIDAY IN WHICH CASE THE INSPECTION SHALL BE COMPLETED BY THE END Ph (770)389-8666 - Fax (770)389-8656
OF THE NEXT BUSINESS DAY AND/OR WORKING DAY, WHICHEVER OCCURS FIRST): (A) DISTURBED AREAS OF THE PRIMARY PERMITTEE'S CONSTRUCTION SITE ; (B)
AREAS USED BY THE PRIMARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION ; AND (C) STRUCTURAL CONTROL MEASURES. NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN APPLICABLE TO THE PRIMARY PERMITTEE'S SITE SHALL BE OBSERVED TO ENSURE THAT NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION Ph. (770) 755-7978 Ph. (678) 807-7100

CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). FOR AREAS OF A SITE THAT HAVE UNDERGONE FINAL www.fdc-llc.com

LEE STREET IMPROVEMENTS
STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION, THE PERMITTEE
MUST COMPLY WITH PART IV.D.4.A.(4). THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED.

(4). CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT AT LEAST ONCE PER MONTH DURING THE TERM OF THIS PERMIT (I.E., UNTIL A
NOTICE OF TERMINATION IS SUBMITTED TO EPD) THE AREAS OF THE SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL
VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION. THESE AREAS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE
POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM AND THE RECEIVING WATER(S). EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN
THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL
BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S).

LOCATED IN:
(5). BASED ON THE RESULTS OF EACH INSPECTION, THE SITE DESCRIPTION AND THE POLLUTION PREVENTION AND CONTROL MEASURES IDENTIFIED IN THE
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, THE PLAN SHALL BE REVISED AS APPROPRIATE NOT LATER THAN SEVEN (7) CALENDAR DAYS
FOLLOWING EACH INSPECTION. THE PRIMARY PERMITTEE MUST AMEND THE PLAN IN ACCORDANCE WITH PART IV.D.4.B.(5).

(6). A REPORT OF EACH INSPECTION THAT INCLUDES THE NAME(S) OF CERTIFIED PERSONNEL MAKING EACH INSPECTION, THE DATE(S) OF EACH INSPECTION,
CONSTRUCTION PHASE (I.E., INITIAL, INTERMEDIATE OR FINAL), MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE EROSION, SEDIMENTATION AND

ESPC CHECKLIST
POLLUTION CONTROL PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PART IV.D.4.A.(5). OF THE PERMIT SHALL BE MADE AND RETAINED AT THE SITE OR BE
READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION UNTIL THE ENTIRE SITE OR THAT PORTION OF A CONSTRUCTION SITE THAT HAS BEEN PHASED
HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO EPD. SUCH REPORTS SHALL BE READILY AVAILABLE BY END OF THE
SECOND BUSINESS DAY AND/OR WORKING DAY AND SHALL IDENTIFY ALL INCIDENTS OF BEST MANAGEMENT PRACTICES THAT HAVE NOT BEEN PROPERLY
INSTALLED AND/OR MAINTAINED AS DESCRIBED IN THE PLAN. WHERE THE REPORT DOES NOT IDENTIFY AN INCIDENT, THE INSPECTION REPORT SHALL CONTAIN A

LAND LOT 61, DISTRICT 12
STATEMENT THAT THE BEST MANAGEMENT PRACTICES ARE IN COMPLIANCE WITH THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN. THE REPORT
SHALL BE SIGNED IN ACCORDANCE WITH PART V.G.2. OF THIS PERMIT.

CITY OF STOCKBRIDGE
FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA

REVISED PER GSWCC COMMENTS

UTILITIES PROTECTION CENTER
REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
Know what's below.
OR DIAL 811

REVISED PER GSWCC COMMENTS

DATE
1. 4/7/22
2. 4/21/22
3. 5/9/22

DATE: 2/25/22
SCALE: N/A
PROJ NUMBER:
013.039
DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

RG
E O TE I A
G RE
GIS RED

No. 037614

T E
Y C
L I
E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

SHEET NUMBER

2.3
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

W LEGEND CONSTRUCTION
MANAGEMENT
LANDSCAPE
ARCHITECT

IVE
UC PROPOSED EXISTING LAND
SIGN PLANNING

CATV
PP
748 RIGHT-OF-WAY R/W R/W

CERESA DR

MATCHLINE - SEE BELOW
SS E BOUNDARY LINE
SS
SS
SS E W PROPERTY LINE
SS
SIGN
SS
SS
SS
E SS
SS
UC
CURB & GUTTER
SS
SS
E SS
SS GAS GAS
EASEMENT
SS GAS
SS S GAS
E SS BUILDING
MB
SS
SS
SS FO
SS SIDEWALK
FALCON DESIGN
X X X X X X X X X X X X X X X E CONSULTANTS
XX X X X X X X X X X X X E X X X X
X X X X X X X X X X X FENCE
CATV
X X X X X X X X X X X X
X 748 X X X X X X X X X X X E
FIRE HYDRANT
75 X X X X X X X X X X X STOCKBRIDGE OFFICE
X X X X X X X X X X X X X X X X 235 CORP. CTR. DR., STE 200
X 0 E X X X X X X X X W
WATER VALVE STOCKBRIDGE, GEORGIA 30281
FO X X X X X X X X FO Ph (770)389-8666 - Fax (770)389-8656
FO FO X X X X X X X X
SIGN X X X X X X X X
FO
DEMO & REMOVE PP
E FO
FO X X X X X X X X
X X
WATER METER W W NEWNAN OFFICE CUMMING OFFICE
E FO X X X X X X X X X X X X X X 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
EXISTING SIDEWALK FO X X X X X X E FO NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
E FO FO FO
WEIR INLET WI WI Ph. (770) 755-7978 Ph. (678) 807-7100
EX. R/W E FO FO
E POWER POLE TO BE FO JUNCTION BOX JB JB www.fdc-llc.com

LEE STREET IMPROVEMENTS
74
POWER POLE TO BE RELOCATED BY OTHERS.
6 E W SANITARY SEWER MANHOLE S S
S RELOCATED BY OTHERS.
20" HARDWOOD SINGLE WING CATCH BASIN
DEMO & REMOVE DOUBLE WING CATCH BASIN
EXISTING TREE, TYP. STORM PIPE

BRYANT STREET
75 SEWER PIPE SS SS

LOCATED IN:
75 4
0 30" PINE
754

(50' R/W WIDTH)
WATER MAIN W W

EXISTING CONDITIONS
CONTOUR (MAJOR) 000 000

748 AREA IN REVCLOUD CURRENTLY UNDER CONTOUR (MINOR) 000 000
CONSTRUCTION. SEE 'NORTH AND
SOUTH LEE STREET' BY FALCON DESIGN 760
CONSULTANTS. CONTRACTOR TO TIE IN 75 6 758

LAND LOT 61, DISTRICT 12
12" HARDWOOD
TO NORTH LEE STREET DESIGN.

CATV ADDITIONAL DEMO WORK COULD BE

CITY OF STOCKBRIDGE
REQUIRED DEPENDING ON THE STATUS 3" HARDWOOD
MAGNETIC NORTH

FOR
OF LEE STREET CONSTRUCTION
752 PROJECT. 762

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA
760 GRAPHIC SCALE
20 0 10 20 40

MATCHLINE - C
752

SEE ABOVE
ERE
3" HARDWOOD
754 ( IN FEET )
1 inch = 20 ft.

SA DRIVE
GRAVEL GRAVEL
SIGN GAS 24" HARDWOOD
DI
UC 24" HARDWOOD

WM PP/LP
WM
WM

MAIL BOX
SS
CATV
GAS
WM
CATV
MB MAIL BOX
GAS GAS GAS GAS W GAS LINE WM

MAIL BOX
W GAS GAS GAS X E PP
FO GAS GAS E

CATV
GAS GAS E
SS GAS E
WM
UC S SS SS SS SS
W GASE GAS E
GAS E E GAS E E GAS LINE
E E E E

SS SS UC GAS
MB
SS UC UC SS SS SS SS
GAS GAS
SIGN
UC UC SS SS
MB
UC FO FO SS UC
UC FO FO FO UC UC SS SS SS UC SS
FO FO FO UC UC SS S

REVISED PER GSWCC COMMENTS
UC SS SS
UC SS SS S
FO UC UC
FO
W W W W W W W W
FO
NORTH LEE STREET W W
(40' R/W PER PB 16, PG 196)
W W
W W
FO W W
FO
FO

UTILITIES PROTECTION CENTER
FO UC W
W W W W

1 (800) 282-7411 THROUGHOUT GEORGIA
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X SIDE WAL XK

CATV
FO X X X X X X FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

REVISIONS
FO

Call before you dig.
FO
X X
FO

REVISED PER GSWCC COMMENTS
FO FO FO FO FO

CATV
FO FO

Know what's below.

CATV
X WM
PP
SS
JB

OR DIAL 811
X X X X X X X X X X
X HH
X X

CATV
X X 8 FO
76 FO W
JB
6' CHAINLINK FO

REVISED PER GSWCC COMMENTS
HH FENCE
6' CHAINLINK SIGN SS
764 X X X X X FENCE
76
FO

DATE
X 1. 4/7/22
FO 2. 4/21/22
3. 5/9/22
36" HARDWOOD 5.
SS 8.

772 AREA IN REVCLOUD CURRENTLY UNDER
CONSTRUCTION. SEE 'NORTH AND 776 X

768
SOUTH LEE STREET' BY FALCON DESIGN
3" HARDWOOD 3" HARDWOOD
CONSULTANTS. CONTRACTOR TO TIE IN DATE: 2/25/22

TO NORTH LEE STREET DESIGN. SCALE: 1" = 20'
SS
PROJ NUMBER:
013.039
770 DRAWN BY: EDA
ADDITIONAL DEMO WORK COULD BE
REVIEWED BY:-
REQUIRED DEPENDING ON THE STATUS
REVISED BY: -
764 OF LEE STREET CONSTRUCTION
HH 24" HARDWOOD PROJECT. X

SS
DEMO & REMOVE

FENCE
3" HARDWOOD

3" HARDWOOD
EXISTING TREE, TYP. DEMO & REMOVE RG
E O TE I A
G RE
GIS RED
EXISTING TREE, TYP.
No. 037614

4' CHAINLINK
(2) 18" HARDWOOD X
24" HARDWOOD PROFESSIONAL
77 SS R
TY
(2) 24" HARDWOOD E C
N E
768 L E G
I N E
R R
24" HARDWOOD L .

DEMO & REMOVE 76 S
762 766 GSWCC# 0000069300
EXISTING SHED 6
HH THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
X ACROSS THE REGISTRANT'S SEAL.
3" HARDWOOD

3" HARDWOOD
24" HARDWOOD
SS
WI SHEET NUMBER

76
2 3.0
24" HARDWOOD

HH
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\EXT00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
742 COA NO. PER 004790 COA NO. LSF 000995
E E 744
MB
E E E
E E E W
WM
LEGEND CONSTRUCTION
MANAGEMENT
LANDSCAPE
ARCHITECT
BRYANT STREET PROPOSED EXISTING LAND
754 752 (50' R/W WIDTH)
PLANNING
75 748
RIGHT-OF-WAY R/W R/W
MB

CATV S GUARDRAIL

SIGN
SIGN CATVW WM
BOUNDARY LINE
744
748 X PROPERTY LINE
SS PP

74 CATV

X X X X X X X X X X X
6 CATV
CURB & GUTTER
EASEMENT
BUILDING
748 FALCON DESIGN

X X X
E SIDEWALK
SS FENCE X X X X
CONSULTANTS
FIRE HYDRANT STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
EX. R/W
WATER VALVE Ph (770)389-8666 - Fax (770)389-8656

75 E
WATER METER W W NEWNAN OFFICE CUMMING OFFICE
0 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
WEIR INLET
X X X
WI WI Ph. (770) 755-7978 Ph. (678) 807-7100
SS
JUNCTION BOX JB JB www.fdc-llc.com

LEE STREET IMPROVEMENTS
X X X X X X X X X X X
SANITARY SEWER MANHOLE S S
N/F
ARTHUR C. COSBY
N/F N/F
SINGLE WING CATCH BASIN
RAQUEL LERMA, et al N/F N/F
105 BRYANT ST SHAWN B. HORACE SUNNY & TYLER RANDAZZO N/F
TAX ID S25-01053000
107 BRYANT ST 109 BRYANT ST 111 BRYANT ST
JEFFREY N. FOSTER ALFRED M. JOHNSON
E N/F
DB 16298, PG 95
PB 4, PG 253
TAX ID S25-01052000
DB 16689, PG 101
TAX ID S25-01051000
DB 16523, PG 77
TAX ID S25-01050000
DB 15924, PG 120
113 BRYANT ST
TAX ID S25-01049000
115 BRYANT ST
TAX ID S25-01048000
SHAWN P. GRIFFIN, SR
BRYANT ST DOUBLE WING CATCH BASIN

OVERALL EXISTING CONDITIONS
PB 4, PG 253 DB 4112, PG 240 TAX ID S25-01047000
PB 4, PG 253 PB 4, PG 253 DB 8793, PG 281 DB 10347, PG 10
PB 4, PG 253 PB 4, PG 253 PB 4, PG 253
STORM PIPE

SS

SEWER PIPE SS SS

LOCATED IN:
WATER MAIN W W

SIGN

CONTOUR (MAJOR) 000 000

X X X X X X X X
PP
75
4 CONTOUR (MINOR) 000 000

SS

FO
752

X X X X X
LAND LOT 61, DISTRICT 12
754
FO

CITY OF STOCKBRIDGE
SS

FOR

N/F
URBAN REDEVELOPMENT AGENCY N/F
OF THE CITY OF STOCKBRIDGE

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
THOMAS A. SANDERS
FO
118 NORTH LEE ST 117 NORTH LEE ST
TAX ID S26-02006000 TAX ID S26-01024000
DB 8792, PG 75 DB 7595, PG 234

CITY OF STOCKBRIDGE
, GEORGIA
MB
75
758

X XFOX X X X X X X

SS
760
756 760
756
76 758
76 760 762 FO

6 6 W

76 E
76 FO GAS W
WM

762 SS SIGN
HH
E PP

HH
HH FO
764
HH
HH FO CERESA DR
HH IVE
HH HH

X X X S SS S

X UC
N/F 2
76 764
X X
URBAN REDEVELOPMENT AGENCY
OF THE CITY OF STOCKBRIDGE

REVISED PER GSWCC COMMENTS
4640 NORTH HENRY BLVD W
TAX ID S26-02027000
DB 8740, PG 207 FO

SS

FOX
FO X X X X X X
6 GAS
76

FO X X X X X X
HH

UTILITIES PROTECTION CENTER
76 FO

1 (800) 282-7411 THROUGHOUT GEORGIA
N/F

REVISIONS
MB

Call before you dig.
MARVIN F. GROCE

REVISED PER GSWCC COMMENTS
115 NORTH LEE ST
CATV W TAX ID S26-01023000
DB 71, PG 587

Know what's below.
WM

OR DIAL 811
768 SS

FO
GAS
N/F
CITY OF STOCKBRIDGE
766 114 NORTH LEE ST
TAX ID S26-02004000

DB 14392, PG 272

REVISED PER GSWCC COMMENTS
CATV

X X X X X XSIDEWALK
X X X X X X X X X
SS
FO 8

(40' R/W PER PB 16, PG 196) NORTH LEE STREET
CATV
CATV

DATE
N/F
KRISTIE BECK DRILLOT 1. 4/7/22
770
CATV 113 NORTH LEE ST 2. 4/21/22
TAX ID S26-01022000 3. 5/9/22
DB 14871, PG 144
WM
WM
WM 8.
SS
N/F
GAS PP/LP

CITY OF STOCKBRIDGE
112 NORTH LEE ST WM

TAX ID S26-02003000 W
DB 14392, PG 272

76
DATE: 2/25/22
SCALE: 1" = 50'
X X
GAS LINE
SS PROJ NUMBER:
013.039
N/F
DRAWN BY: EDA
W DONALD W. SINYARD, JR
111 NORTH LEE ST
TAX ID S26-01021000 REVIEWED BY:-
772
WM
DB 16705, PG 170

REVISED BY: -
CATV

MB
SS
N/F
CITY OF STOCKBRIDGE

GAS
NORTH HENRY BLVD
TAX ID S26-02001001
DB 14392, PG 272
RG
E O TE I A
FO
G RE
GIS RED
768

MAGNETIC NORTH
PP

W CATV
PP
No. 037614
WM
PROFESSIONAL
TY
N/F E C
CITY OF STOCKBRIDGE
110 NORTH LEE ST SS E
N E
TAX ID S26-02002000 L G I
DB 14392, PG 269 E I N E R
R P
MB

WI 77 W
N/F
CARRABELLE REAL ESTATE, LLC
109 NORTH LEE ST
GSWCC# 0000069300
776
TAX ID S26-01020000
DB 15196, PG 321

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
E ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GAS LINE
GRAPHIC SCALE
50 0 25 50 100
SIGN
SHEET NUMBER
X SIGN

JB SS

SS
SS W
DI
( IN FEET )
1 inch = 50 ft. 3.1
JB
HH

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\EXT00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
W ENGINEERING SURVEYING

CERESA DR
COA NO. PER 004790 COA NO. LSF 000995
UC 52 LEGEND CONSTRUCTION LANDSCAPE
SIGN MANAGEMENT ARCHITECT
PP PROPOSED EXISTING
748 LAND
RIGHT-OF-WAY R/W R/W PLANNING
SS E

IV E
SS
SS
SS

MATCHLINE - SEE BELOW
E SS W BOUNDARY LINE
SIGN
SS
SS
E SS PROPERTY LINE
SS E
Du SS
SS UC
SS
E SS CURB & GUTTER
ALL DISTURBED SS GAS GAS
Ds1 SS
SS GAS
AREAS E S
SS GAS EASEMENT
MB
SS
SS
Ds2 E SS FO
SS BUILDING
E SIDEWALK
FALCON DESIGN
E FENCE X X X X
748
75 CONSTRUCTION EXIT CONSULTANTS
0 E 33.546941° W FIRE HYDRANT
FO
SF
FO FO FO
SIDEWALK -84.228928°
SIGN
STOCKBRIDGE OFFICE
SF FO
FO
WATER VALVE 235 CORP. CTR. DR., STE 200
SF PP
E FO STOCKBRIDGE, GEORGIA 30281
SF SF E CONCRETE
FO WASHOUT
Sd1-S SF FO E FO WATER METER W W Ph (770)389-8666 - Fax (770)389-8656
E FO FO FO
EX. R/W E FO FO
E FO
WEIR INLET WI WI NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C
LIMITS OF DISTURBANCE E NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040

74 E JUNCTION BOX JB JB Ph. (770) 755-7978 Ph. (678) 807-7100

S 6 E W
www.fdc-llc.com
SANITARY SEWER MANHOLE

LEE STREET IMPROVEMENTS
Co LIMITS OF DISTURBANCE WM S S
SF
754 SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN

INITIAL PHASE EROSION CONTROL
BRYANT STREET
DOUBLE ROW STORM PIPE
SF
75 Sd1-S
75 4 SEWER PIPE
754
0 SS SS

(50' R/W WIDTH)
SF 764 WATER MAIN W W

LOCATED IN:
CONTOUR (MAJOR) 000 000
748 752
CONTOUR (MINOR) 000 000

760
EROSION CONTROL LEGEND
75
6 758
SF SILT FENCE SF

Sk-1 TREE PROTECTION TP
754

LAND LOT 61, DISTRICT 12
St3 LIMITS OF DISTURBANCE
EROSION CONTROL SYMBOLS
754 XXX XXX
(SEE SHEET 2.1 FOR LEGEND)

CITY OF STOCKBRIDGE
SP1 SF
752 762 CHECK DAM (STRAW BALE)

FOR
752
Du INLET SEDIMENT TRAP
754

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
ALL DISTURBED
760
SF SF SF Ds1
SF SF
SF AREAS

CITY OF STOCKBRIDGE
, GEORGIA
DOUBLE ROW
SF
Ds2

CEABOVE
Sd1-S
752 SF

MATCHLINE SEE
SF
SF SF
SF SF

RESA DRIVE
754 SF

EROSION CONTROL NOTES

GRAVEL GRAVEL
36 51 52 1. 24 HOUR CONTACT: DECIUS AARON PHONE: (770) 474-1232
SIGN GAS
UC
2. TOTAL SITE ACREAGE: 2.1 ACRES / TOTAL DISTURBED ACREAGE: 2.1 ACRES.
WM PP/LP 6
WM
WM

MAIL BOX
GAS
SS WM 3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

MB MAIL BOX
GAS GAS GAS GAS W GAS LINE WM

MAIL BOX
W GAS GAS GAS X E PP INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
FO GAS GAS GAS E GAS E
SS GAS E PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."
WM
W W GASE
UC GAS E GAS E E E E
S SS SS SS SS W GAS
SS SS UC
MB
SS UC UC SS SS SS SS
GAS
UC UC SS SS
MB
UC FO FO SS UC
UC FO FO FO UC UC SS SS SS UC SS 4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
FO FO FO UC UC UC SS S SS

UC IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
FO EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
FO
W W W W W
FO
NORTH LEE STREET SHALL BE IMPLEMENTED."

REVISED PER GSWCC COMMENTS
W W W W W W
(40' R/W PER PB 16, PG 196)
W W
FO
W W W
5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL
FO
FO UC FO W
W BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."
SIDEWALK
CATV
FO
FO FO FO
FO FO FO FO FO FO CONSTRUCTION FO
EXIT
CATV
FO FO
6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.

UTILITIES PROTECTION CENTER
W 33.546300°

1 (800) 282-7411 THROUGHOUT GEORGIA
CATV
PP
WM

REVISIONS
-84.228928°

Call before you dig.
REVISED PER GSWCC COMMENTS
X X X X EXISTING SITE CONDITIONS:

Know what's below.
X X X X
LIMITS OF DISTURBANCE X X
THE SITE IS AN UNDEVELOPED PARCEL
76

OR DIAL 811
8 CONCRETE WASHOUT FO FO
LIMITS OF DISTURBANCE PROPOSED SITE CONDITIONS:
FO TWO PARKING LOTS WITH PONDS FOR STORM DRAINAGE

Co RECEIVING WATERS:

REVISED PER GSWCC COMMENTS
BRUSH CREEK TRIBUTARY
764 HH 6
76
MATCHLINE FO
FO
SEE 4.1 DOUBLE ROW

DATE
Sd1-S DEMO & REMOVE 1. 4/7/22
Du 2. 4/21/22
3. 5/9/22
EXISTING STORM PIPE 4.
ALL DISTURBED 5.
Ds1 6.
AREAS 7.
772
Ds2
SF
<< Di-2 776
SF
768 Du
Ch-1
ALL DISTURBED
Ds1 DATE: 2/25/22
AREAS
<< SCALE:
770 Ds2 1" = 20'
PROJ NUMBER:
013.039
DRAWN BY: EDA
SF64 766
SF REVIEWED BY:-
HH
REVISED BY: -
768 Di-1 Ch-1
766 << <<
<< << RG
763
764 SF
SF E O TE I A
SF G RE
GIS RED
SF SF SF DOUBLE ROW
SF SF SF SF 77
SF SF
DOUBLE ROW
2 Sd1-S No. 037614
PROFESSIONAL
Sd1-S 768
SF TY
E C
SF N E
LIMITS OF DISTURBANCE L E G
I N E
R R
762 SF 766 76 L .
SF 6
HH MAGNETIC NORTH

Sk-2 GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
764 ACROSS THE REGISTRANT'S SEAL.
764 763
SF X
SF SF F
766
S WI GRAPHIC SCALE
SF X 20 0 10 20 40
SF 766 SHEET NUMBER
76 SF
2 SF
SF

Sd2-P
( IN FEET )

4.0
SF

St4 1 inch = 20 ft.
SP2
HH

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\ERO00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
52 LEGEND CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
PROPOSED EXISTING
LAND
RIGHT-OF-WAY R/W R/W PLANNING

BOUNDARY LINE
PROPERTY LINE
CURB & GUTTER
EASEMENT
BUILDING
SIDEWALK
FALCON DESIGN
FENCE X X X X
CONSULTANTS
FIRE HYDRANT
STOCKBRIDGE OFFICE
WATER VALVE 235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
WATER METER W W Ph (770)389-8666 - Fax (770)389-8656

WEIR INLET WI WI NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
JUNCTION BOX JB JB Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com
SANITARY SEWER MANHOLE

LEE STREET IMPROVEMENTS
S S

INITIAL PHASE EROSION CONTROL PLAN
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN
STORM PIPE
SEWER PIPE SS SS

WATER MAIN W W

LOCATED IN:
SF CONTOUR (MAJOR) 000 000

CONTOUR (MINOR) 000 000

Ds2 Ds1
SF
Du
EROSION CONTROL LEGEND
760

ALL DISTURBED
LIMITS OF DISTURBANCE SILT FENCE SF
Du
760
TREE PROTECTION TP
ALL DISTURBED 756
SF Ds1 SF

LAND LOT 61, DISTRICT 12
SF AREASF DOUBLE ROW 756 LIMITS OF DISTURBANCE
SF

AREAS
SF
SF Ds2 SF SF758 Sd1-S EROSION CONTROL SYMBOLS
76 SF
4 SF SF (SEE SHEET 2.1 FOR LEGEND) XXX XXX
SF SF SF

CITY OF STOCKBRIDGE
SF SF
760 SF SF 762 CHECK DAM (STRAW BALE)
76 SFF

FOR
SF
6S SF
INLET SEDIMENT TRAP

MATCHLINE

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
76
76

CITY OF STOCKBRIDGE
, GEORGIA

Sd2-P
762

SEE 4.0
SF F
S 36 51 52
HH
HH EROSION CONTROL NOTES
HH HH 1. 24 HOUR CONTACT: DECIUS AARON PHONE: (770) 474-1232
HH 764
HH 2. TOTAL SITE ACREAGE: 2.1 ACRES / TOTAL DISTURBED ACREAGE: 2.1 ACRES.
HH HH

DOUBLE ROW
LIMITS OF DISTURBANCE 3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

Sd1-S
INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."
76 SF64 SF
SF SF 4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL R

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SF 766 SHALL BE IMPLEMENTED."
SF

REVISED PER GSWCC COMMENTS
5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL
BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."
764 76 6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.

UTILITIES PROTECTION CENTER 1 (800) 282-7411 THROUGHOUT GEORGIA

REVISIONS
Call before you dig.
REVISED PER GSWCC COMMENTS
EXISTING SITE CONDITIONS:
Ch-1

Know what's below.
SF
Di-2

24" HARDWOOD
SF THE SITE IS AN UNDEVELOPED PARCEL

OR DIAL 811
HH
PROPOSED SITE CONDITIONS:
TWO PARKING LOTS WITH PONDS FOR STORM DRAINAGE

RECEIVING WATERS:

REVISED PER GSWCC COMMENTS
BRUSH CREEK TRIBUTARY

4' CHAINLINK FENCE 8
763
Ds2 Ds1 Du

36" HARDWOOD
SF

DATE
SF 1. 4/7/22
2. 4/21/22

ALL DISTURBED
3. 5/9/22
768 5.

AREAS
X 766

766
SF 764
766 DATE: 2/25/22
SF 6' CHAINLINK SCALE: 1" = 20'
FENCE PROJ NUMBER:
013.039
DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

MAGNETIC NORTH
RG
E O TE I A
G RE
GIS RED

No. 037614
PROFESSIONAL
TY
E C
N E I
L G
E I N E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

( IN FEET )
1 inch = 20 ft.
4.1
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\ERO00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
W ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CERESA DR
UC
SIGN
52 LEGEND CONSTRUCTION
MANAGEMENT
LANDSCAPE
ARCHITECT
PP
748 PROPOSED EXISTING LAND
PLANNING
SS E

IVE
SS RIGHT-OF-WAY R/W R/W
SS

MATCHLINE - SEE BELOW
SS E W
SS BOUNDARY LINE
SIGN
SS
SS
E SS
SS E
SS
SS UC PROPERTY LINE
Du E
SS
SS
SS
SS GAS GAS CURB & GUTTER
SS GAS
Ds1 E SS GAS
EASEMENT
ALL DISTURBED
MB
SS
SS FO
AREAS E SS
SS BUILDING
Ds2
E E
SIDEWALK FALCON DESIGN
Ds3
748 7 50 75
CONSTRUCTION EXIT FENCE X X X X CONSULTANTS
0 75 E 33.546941° W
2 FO FO FIRE HYDRANT
SF 748 FO FO -84.228928° STOCKBRIDGE OFFICE
SIGN
FO
SF FO WATER VALVE 235 CORP. CTR. DR., STE 200
SF PP
E FO STOCKBRIDGE, GEORGIA 30281
SF SF E CONCRETE WASHOUT
FO Ph (770)389-8666 - Fax (770)389-8656
SF FO FO
Sd1-S E FO FO FO
WATER METER W W
EX. R/W E FO FO NEWNAN OFFICE CUMMING OFFICE
E FO WEIR INLET WI WI 40 GREENWAY CT., STE A
NEWNAN, GEORGIA 30265
500 PIRKLE FERRY RD., STE C
CUMMING, GEORGIA 30040
LIMITS OF DISTURBANCE E Ph. (770) 755-7978 Ph. (678) 807-7100
74 E JUNCTION BOX JB JB
S 6 E www.fdc-llc.com

LEE STREET IMPROVEMENTS
INTERM. PHASE EROSION CONTROL PLAN
SF Co LIMITS OF DISTURBANCE SANITARY SEWER MANHOLE S S
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN

BRYANT STREET
DOUBLE ROW
SF STORM PIPE
75 Sd1-S
75 4
0 754 SEWER PIPE SS SS

(50' R/W WIDTH)
764

LOCATED IN:
SF WATER MAIN W W

748 CONTOUR (MAJOR) 000 000

CONTOUR (MINOR) 000 000
754 2 760
75 EROSION CONTROL LEGEND
75
6 758 756
SF SILT FENCE SF
762
Sk-1 758 TREE PROTECTION TP
75

LAND LOT 61, DISTRICT 12
St3 4
LIMITS OF DISTURBANCE
Ss EROSION CONTROL SYMBOLS
(SEE SHEET 2.1 FOR LEGEND) XXX XXX

CITY OF STOCKBRIDGE
SP1 SF
752 754 Ss Du 762 CHECK DAM (STRAW BALE)
752

FOR
Ds1
ALL DISTURBED INLET SEDIMENT TRAP
AREAS

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
SF SF SF
Ds2 760
SF SF

CITY OF STOCKBRIDGE
, GEORGIA
SF
DOUBLE ROW Ds3

CEABOVE
SF
Sd1-S
752 SF
SF

MATCHLINE SEE
SF SF
SF

RESA DRIVE
754 SF SF

GRAVEL GRAVEL
SIGN GAS
UC
36 51 52
EROSION CONTROL NOTES
WM PP/LP
WM
WM 6 1. 24 HOUR CONTACT: DECIUS AARON PHONE: (770) 474-1232

MAIL BOX
GAS
SS WM

MB MAIL BOX
GAS GAS GAS GAS W GAS LINE WM

MAIL BOX
W GAS GAS GAS X E PP
FO GAS GAS GAS E
SS
GAS E GAS E 6 2. TOTAL SITE ACREAGE: 2.1 ACRES / TOTAL DISTURBED ACREAGE: 2.1 ACRES.
WM
W W GASE
UC GAS E GAS E E E E
S SS SS SS SS W GAS
SS SS UC
MB
SS UC UC SS SS SS SS
GAS
UC UC SS SS
MB
UC FO FO SS UC 3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
UC FO FO FO UC UC SS SS SS UC SS
FO FO FO UC UC UC SS S SS INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

FO
UC PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."
FO
W W W W W
FO
NORTH LEE STREET
REVISED PER GSWCC COMMENTS
W W W W W W 4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
(40' R/W PER PB 16, PG 196)
W W
W W W
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
FO FO W EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
FO UC FO W
SHALL BE IMPLEMENTED."
FO
FO FO FO
FO
FO
FO FO FO FO FO CONSTRUCTION FO
FO EXIT

UTILITIES PROTECTION CENTER
33.546300° 5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL

1 (800) 282-7411 THROUGHOUT GEORGIA
PP

REVISIONS
-84.228928° BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

Call before you dig.
REVISED PER GSWCC COMMENTS

Know what's below.
LIMITS OF DISTURBANCE 6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.

OR DIAL 811
76 CONCRETE WASHOUT FO FO
LIMITS OF DISTURBANCE
EXISTING SITE CONDITIONS:
THE SITE IS AN UNDEVELOPED PARCEL
Co

REVISED PER GSWCC COMMENTS
PROPOSED SITE CONDITIONS:
764 HH 9
TWO PARKING LOTS WITH PONDS FOR STORM DRAINAGE
76
Du
778 9
MATCHLINE 77
RECEIVING WATERS:
BRUSH CREEK TRIBUTARY
Ds1
SEE 5.1 DOUBLE ROW ALL DISTURBED 8
AREAS
DATE
Sd1-S Ds2 1. 4/7/22
2. 4/21/22
Ss 3. 5/9/22
766
Ds3 77 5.
2 6.
77 8.
772 6
770 776
SF
SF
768
Du
768 77
Ds1 DATE: 2/25/22
ALL DISTURBED
770
Ds2 AREAS SCALE: 1" = 20'
770 PROJ NUMBER:
013.039
Ds3 DRAWN BY: EDA
SF64
SF
776 REVIEWED BY:-
HH
REVISED BY: -

768
772
770 Ss
768 2
Ss RG
764 SF
SF E O TE I A
SF G RE
GIS RED
SF SF SF DOUBLE ROW
SF SF SF SF 2
SF SF 77 Sd1-S
DOUBLE ROW No. 037614
PROFESSIONAL
Sd1-S 768
SF TY
E C
SF N E
LIMITS OF DISTURBANCE L E G
I N E
R R
762 SF 766 76 L .
SF 6
HH MAGNETIC NORTH

Sk-2 GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
766
2 SF
76 SF SF F
766 S WI GRAPHIC SCALE
Ss 6
76
SF 20 0 10 20 40
SF SHEET NUMBER
76 SF
2 SF
SF

Sd2-P
( IN FEET )

5.0
SF

St4 1 inch = 20 ft.
SP2
HH

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\ERO00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

52 LEGEND CONSTRUCTION
MANAGEMENT
LANDSCAPE
ARCHITECT
PROPOSED EXISTING LAND
PLANNING
RIGHT-OF-WAY R/W R/W
BOUNDARY LINE
PROPERTY LINE
CURB & GUTTER
EASEMENT
BUILDING
SIDEWALK FALCON DESIGN
FENCE X X X X CONSULTANTS
FIRE HYDRANT
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
WATER VALVE STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
WATER METER W W

LIMITS OF DISTURBANCE
NEWNAN OFFICE CUMMING OFFICE
WEIR INLET WI WI 40 GREENWAY CT., STE A
NEWNAN, GEORGIA 30265
500 PIRKLE FERRY RD., STE C
CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100
JUNCTION BOX JB JB
www.fdc-llc.com

LEE STREET IMPROVEMENTS
INTERM. PHASE EROSION CONTROL PLAN
SANITARY SEWER MANHOLE S S
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN
STORM PIPE
Du SF
SEWER PIPE SS SS
756
SF

LOCATED IN:
Ds1 WATER MAIN W W
ALL DISTURBED
Ds2
AREAS CONTOUR (MAJOR) 000 000

Ds3 Ds2 Ds1
760
LIMITS OF DISTURBANCE Du CONTOUR (MINOR) 000 000
760
Ds3
756
SF EROSION CONTROL LEGEND

ALL DISTURBED
SF
SF SF DOUBLE ROW 756
SF
SF
Sd1-S SILT FENCE SF
76 SF SF SF758
SF SF
4 SF
SF SF TREE PROTECTION TP
SF

LAND LOT 61, DISTRICT 12
AREAS
SF SF
760 SF SF 762 758 LIMITS OF DISTURBANCE
76 SFF SF
6S SF EROSION CONTROL SYMBOLS
Ss
XXX XXX
766 62 762 (SEE SHEET 2.1 FOR LEGEND)

CITY OF STOCKBRIDGE
6 7
76
CHECK DAM (STRAW BALE)

FOR
4 76
76
INLET SEDIMENT TRAP

MATCHLINE

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
Sd2-P
762
768

CITY OF STOCKBRIDGE
, GEORGIA
SF F
Re HH
HH
HH HH

SEE 5.0
HH 764
77 HH
HH HH

DOUBLE ROW
Sd1-S
EROSION CONTROL NOTES
2 1. 24 HOUR CONTACT: DECIUS AARON PHONE: (770) 474-1232
76 SF64 SF
77 7
SF SF

LIMITS OF DISTURBANCE
2. TOTAL SITE ACREAGE: 2.1 ACRES / TOTAL DISTURBED ACREAGE: 2.1 ACRES.
SF 766
SF Ss 3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
768 INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."
770
Ds3 Ds2 Ds1

REVISED PER GSWCC COMMENTS
Du 6
76 4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

ALL DISTURBED
SHALL BE IMPLEMENTED."
SF 770

UTILITIES PROTECTION CENTER
SF 5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL

1 (800) 282-7411 THROUGHOUT GEORGIA
HH

REVISIONS
BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

Call before you dig.
REVISED PER GSWCC COMMENTS
AREAS

Know what's below.
76 6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.

EXISTING SITE CONDITIONS: OR DIAL 811
THE SITE IS AN UNDEVELOPED PARCEL

REVISED PER GSWCC COMMENTS
766 PROPOSED SITE CONDITIONS:
TWO PARKING LOTS WITH PONDS FOR STORM DRAINAGE
SF
SF 98
766 RECEIVING WATERS:
BRUSH CREEK TRIBUTARY
768

DATE
1. 4/7/22
Ss 2. 4/21/22
3. 5/9/22

SF 766
SF

CONCRETE WASHOUT
77
DATE: 2/25/22
SCALE: 1" = 20'
PROJ NUMBER:
013.039
DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

MAGNETIC NORTH
RG
E O TE I A
G RE
GIS RED

No. 037614
PROFESSIONAL
TY
E C
N E I
L G
E I N E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

( IN FEET )
1 inch = 20 ft.
5.1
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\ERO00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
W ENGINEERING SURVEYING
UC E LEGEND
COA NO. PER 004790

CONSTRUCTION
COA NO. LSF 000995

LANDSCAPE

CERESA DR
SIGN MANAGEMENT ARCHITECT
PP
748 PROPOSED EXISTING LAND
PLANNING
SS E
SS
SS
RIGHT-OF-WAY R/W R/W

MATCHLINE - SEE BELOW
IV
SS E W
SS
SS
SS SIGN
BOUNDARY LINE
E SS
SS E
SS
SS UC PROPERTY LINE
SS
E SS
Du SS
SS GAS GAS
GAS
CURB & GUTTER
SS S GAS
E SS
ALL DISTURBED EASEMENT
MB
SS
Ds3 SS
AREAS E SS FO
SS
BUILDING
Ds4 E E
SIDEWALK FALCON DESIGN
748 750 75 CONSTRUCTION EXIT FENCE X X X X CONSULTANTS
0 2 E 33.546941° W
75 FO FO FIRE HYDRANT
SF 748 FO FO -84.228928°
SIGN
FO STOCKBRIDGE OFFICE
SF FO 235 CORP. CTR. DR., STE 200
SF PP
E FO WATER VALVE STOCKBRIDGE, GEORGIA 30281
SF SF E CONCRETE
FO WASHOUT Ph (770)389-8666 - Fax (770)389-8656
SF FO FO
Sd1-S E FO FO FO
WATER METER W W
EX. R/W E FO FO
NEWNAN OFFICE CUMMING OFFICE
E FO WEIR INLET WI WI 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
LIMITS OF DISTURBANCE E NEWNAN, GEORGIA 30265
Ph. (770) 755-7978
CUMMING, GEORGIA 30040
Ph. (678) 807-7100
74 E JUNCTION BOX JB JB
S 6 E www.fdc-llc.com

LEE STREET IMPROVEMENTS
SF Co LIMITS OF DISTURBANCE SANITARY SEWER MANHOLE S S

FINAL PHASE EROSION CONTROL PLAN
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN

BRYANT STREET
DOUBLE ROW
SF STORM PIPE
75 Sd1-S
75 4
0 754 SEWER PIPE SS SS

(50' R/W WIDTH)
SF 764

LOCATED IN:
WATER MAIN W W

748 CONTOUR (MAJOR) 000 000

CONTOUR (MINOR) 000 000
754 2 760
75 Dn2
75
6 758 756 EROSION CONTROL LEGEND
SF SILT FENCE SF
762
Sk-1
4 758 TREE PROTECTION TP
St1 75

LAND LOT 61, DISTRICT 12
St3
LIMITS OF DISTURBANCE
Ss EROSION CONTROL SYMBOLS
(SEE SHEET 2.1 FOR LEGEND) XXX XXX

CITY OF STOCKBRIDGE
SP1 SF
752 754 Ss 762 CHECK DAM (STRAW BALE)
752

FOR
Du INLET SEDIMENT TRAP

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
SF SF SF 760 ALL DISTURBED
SF SF Ds3
SF AREAS

CITY OF STOCKBRIDGE
, GEORGIA
DOUBLE ROW
SF Ds4
IVE
Sd1-S
752 SF
SF
SF SF
SF SF
754 SF

CERE
GRAVEL

MATCHLINE SEE ABOVE
GRAVEL
SIGN GAS
UC
36 51 52

SA DR
EROSION CONTROL NOTES
WM PP/LP
WM
WM 6 1. 24 HOUR CONTACT: DECIUS AARON PHONE: (770) 474-1232

MAIL BOX
GAS
SS WM

MB MAIL BOX
GAS GAS GAS GAS W GAS LINE WM

MAIL BOX
W GAS GAS GAS X E PP
FO GAS GAS GAS E
SS
GAS E GAS E 6 2. TOTAL SITE ACREAGE: 2.1 ACRES / TOTAL DISTURBED ACREAGE: 2.1 ACRES.
WM
W W GASE
UC GAS E GAS E E E E
S SS SS SS SS W GAS
SS SS UC
MB
SS UC UC SS SS SS SS
GAS
UC UC SS SS
MB
UC FO FO SS UC 3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
UC FO FO FO UC UC SS SS SS UC SS
FO FO FO UC UC UC SS S SS INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

FO
UC PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."
FO
W W W W W
FO
NORTH LEE STREET
REVISED PER GSWCC COMMENTS
W W W W W W 4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
(40' R/W PER PB 16, PG 196)
W W
W W W
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
FO FO W EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
FO UC FO W
SHALL BE IMPLEMENTED."
FO
FO FO FO
FO
FO
FO FO FO FO FO CONSTRUCTION FO
FO EXIT

UTILITIES PROTECTION CENTER
33.546300° 5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL

1 (800) 282-7411 THROUGHOUT GEORGIA
PP

REVISIONS
-84.228928° BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

Call before you dig.
REVISED PER GSWCC COMMENTS

Know what's below.
LIMITS OF DISTURBANCE 6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.
76

OR DIAL 811
8 CONCRETE WASHOUT FO FO
LIMITS OF DISTURBANCE
EXISTING SITE CONDITIONS:
Du THE SITE IS AN UNDEVELOPED PARCEL
Co

REVISED PER GSWCC COMMENTS
ALL DISTURBED PROPOSED SITE CONDITIONS:
Ds3
764 HH
AREAS
TWO PARKING LOTS WITH PONDS FOR STORM DRAINAGE
76
Ds4 778
6 8
RECEIVING WATERS:
MATCHLINE 77 BRUSH CREEK TRIBUTARY
SEE 6.1 DOUBLE ROW

DATE
Sd1-S 1. 4/7/22
2. 4/21/22
Ss 3. 5/9/22
766
77 5.
2 6.
77 8.
772 6
770 776
SF
SF
768
768 77 Du
ALL DISTURBED DATE: 2/25/22
Ds3
770 AREAS SCALE: 1" = 20'
770 Ds4 PROJ NUMBER:
013.039
DRAWN BY: EDA
SF64
SF
Dn2 776 REVIEWED BY:-
HH
REVISED BY: -

768
772
770 Ss
768 2
Ss RG
St2 764 SF
SF E O TE I A
SF G RE
GIS RED
SF SF SF DOUBLE ROW
SF SF SF SF 77
SF SF
DOUBLE ROW
2 Sd1-S No. 037614
PROFESSIONAL
Sd1-S 768
SF TY
E C
SF N E
LIMITS OF DISTURBANCE L E G
I N E
R R
762 SF 766 76 L .
SF 6
HH MAGNETIC NORTH

Sk-2 GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
766
2 SF
76 SF SF F
766 S WI GRAPHIC SCALE
Ss 6
76
SF 20 0 10 20 40
SF SHEET NUMBER
76 SF
2 SF
SF

Sd2-P
( IN FEET )

6.0
SF

St4 1 inch = 20 ft.
SP2
HH

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\ERO00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

LEGEND CONSTRUCTION
MANAGEMENT
LANDSCAPE
ARCHITECT
PROPOSED EXISTING LAND
PLANNING
RIGHT-OF-WAY R/W R/W
BOUNDARY LINE
PROPERTY LINE
CURB & GUTTER
EASEMENT
BUILDING
SIDEWALK FALCON DESIGN
FENCE X X X X CONSULTANTS
FIRE HYDRANT
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
WATER VALVE STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
WATER METER W W
NEWNAN OFFICE CUMMING OFFICE
WEIR INLET WI WI 40 GREENWAY CT., STE A
NEWNAN, GEORGIA 30265
500 PIRKLE FERRY RD., STE C
CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100
JUNCTION BOX JB JB
www.fdc-llc.com

LEE STREET IMPROVEMENTS
SANITARY SEWER MANHOLE S S

FINAL PHASE EROSION CONTROL PLAN
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN
STORM PIPE

756 SEWER PIPE SS SS
SF

LOCATED IN:
E WATER MAIN W W

CONTOUR (MAJOR) 000 000
760
Ds4 Ds3
LIMITS OF DISTURBANCE
Du
760
Du CONTOUR (MINOR) 000 000

ALL DISTURBED 756
Ds3 SF SF EROSION CONTROL LEGEND

ALL DISTURBED
SF AREAS SF DOUBLE ROW 756
SF
SF SILT FENCE SF
4 SF Ds4 SF SF758 Sd1-S
76 SF SF SF
SF SF SF TREE PROTECTION TP

LAND LOT 61, DISTRICT 12
SF

AREAS
SF 762 758
760 SF SF LIMITS OF DISTURBANCE
76 SFF SF
6S SF
Ss EROSION CONTROL SYMBOLS
2 762 XXX XXX
766 76 (SEE SHEET 2.1 FOR LEGEND)

CITY OF STOCKBRIDGE
76
2 CHECK DAM (STRAW BALE)

FOR
4 76
76

MATCHLINE
INLET SEDIMENT TRAP

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
Sd2-P
762
768

CITY OF STOCKBRIDGE
, GEORGIA
SF F
Re HH
HH

SEE 6.0
HH HH
HH 764
77 HH
HH HH

DOUBLE ROW
Sd1-S EROSION CONTROL NOTES
76
SF64 SF
1. 24 HOUR CONTACT: DECIUS AARON PHONE: (770) 474-1232
77 7
SF SF

LIMITS OF DISTURBANCE
2. TOTAL SITE ACREAGE: 2.1 ACRES / TOTAL DISTURBED ACREAGE: 2.1 ACRES.
SF 766
SF Ss 3. "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
768 INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

770 Ds4 Ds3 Du PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES."

REVISED PER GSWCC COMMENTS
76 4. "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

ALL DISTURBED
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED."
SF 770

UTILITIES PROTECTION CENTER
SF

AREAS
5. "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL
HH

1 (800) 282-7411 THROUGHOUT GEORGIA
Dn2

REVISIONS
BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

Call before you dig.
REVISED PER GSWCC COMMENTS
76

Know what's below.
6. THIS SITE IS NOT WITHIN 1 LINEAR MILE OF AN IMPAIRED STREAM SEGMENT.

OR DIAL 811
St2
EXISTING SITE CONDITIONS:
THE SITE IS AN UNDEVELOPED PARCEL
766

REVISED PER GSWCC COMMENTS
PROPOSED SITE CONDITIONS:
TWO PARKING LOTS WITH PONDS FOR STORM DRAINAGE
SF
SF
766 RECEIVING WATERS: 8
BRUSH CREEK TRIBUTARY
768

DATE
Ss
1. 4/7/22
2. 4/21/22
3. 5/9/22

SF 766
SF

CONCRETE WASHOUT
77
DATE: 2/25/22
SCALE: 1" = 20'
PROJ NUMBER:
013.039
DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

MAGNETIC NORTH
RG
E O TE I A
G RE
GIS RED

No. 037614
PROFESSIONAL
TY
E C
N E I
L G
E I N E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

( IN FEET )
1 inch = 20 ft.
6.1
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\ERO00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
W ENGINEERING SURVEYING
E COA NO. PER 004790 COA NO. LSF 000995

UC E LEGEND CONSTRUCTION LANDSCAPE

CERESA DR
SIGN MANAGEMENT ARCHITECT
PROPOSED EXISTING
CATV
PP
LAND
5" SOLID DOUBLE YELLOW CONTRACTOR TO COORDINATE WITH GA
RIGHT-OF-WAY R/W R/W PLANNING
SS E POWER FOR INSTALLATION OF PROPOSED
SS STREET LIGHTING. STREET LIGHTING TO
SS 5" SOLID WHITE

MATCHLINE - SEE BELOW
BOUNDARY LINE

IV
SS E W
SS MATCH THOSE INSTALLED DURING
SIGN
SS
SS
E SS
SS AMPHITHEATER CONSTRUCTION E PROPERTY LINE
SS
SS UC
SS
SS CURB & GUTTER
SS GAS GAS
SS GAS
SS S
SS GAS EASEMENT
RELOCATE EXISTING
MB
SS
SS BUILDING
E SIGN SS FO
SS
SIDEWALK
E E FALCON DESIGN
CATV
FENCE X X X X
E CONSULTANTS
E W FIRE HYDRANT
FO FO
FO STOCKBRIDGE OFFICE
FO WATER VALVE
SIGN
FO 235 CORP. CTR. DR., STE 200
FO
PP
E R15' F/C FO STOCKBRIDGE, GEORGIA 30281
E FO
FO E FO
WATER METER W W Ph (770)389-8666 - Fax (770)389-8656
E R15' F/C FO FO FO
EX. R/W E FO FO WEIR INLET WI WI NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
E FO NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
3' WIDE E JUNCTION BOX JB JB Ph. (770) 755-7978 Ph. (678) 807-7100
CONCRETE PROPOSED 8' SIDEWALK B E www.fdc-llc.com
S SANITARY SEWER MANHOLE

LEE STREET IMPROVEMENTS
FLUME CONTRACTOR TO MILL 2" AND INLAY ± 4,715 SF OF NORTH LEE STREET S S
RELOCATE EXISTING SINGLE WING CATCH BASIN
POWER POLE 24' F/C
DOUBLE WING CATCH BASIN
CONTRACTOR TO INSTALL ±300 L.F. OF 24" CURB AND

BRYANT STREET
STORM PIPE
GUTTER ON THE WEST SIDE OF NORTH LEE STREET 24" STOP BAR LOCATED
4' FROM CROSSWALK & SEWER PIPE SS SS

(50' R/W WIDTH)
R1-1 STOP SIGN WATER MAIN W W

LOCATED IN:
R18' F/C CONTOUR (MAJOR) 000 000

R42' F/C 2' WIDE 10 CONTOUR (MINOR) 000 000
CONCRETE R5' F/C
FLUME R5' F/C
R5' F/C

24'

CATV
SITE PLAN

LAND LOT 61, DISTRICT 12
R42' F/C

R5' F/C

CITY OF STOCKBRIDGE
R5' F/C

FOR
20'
10

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA
IVE

CERE
GRAVEL

MATCHLINE SEE ABOVE
GRAVEL
SIGN GAS
UC
KEY NOTES:

SA DR
PP/LP
A 24" CONCRETE CURB AND GUTTER - (SEE DETAILS ON SHEET 11.0)
WM WM
WM B ACCESSIBLE RAMP - (SEE DETAILS ON SHEET 11.0)

MAIL BOX
SS
CATV
GAS
WM
CATV
MB MAIL BOX
GAS GAS GAS GAS W GAS LINE WM

MAIL BOX
W GAS GAS GAS X E PP
FO GAS GAS E

CATV
GAS GAS E
SS GAS E
WM
W W GASE
UC GAS E GAS E E E E
S SS SS SS SS W GAS
SS SS UC
MB
SS UC UC SS SS SS GAS
UC UC SS SS SS DEVELOPMENT NOTES:
MB
UC FO FO SS UC
UC FO FO FO UC UC SS SS SS UC SS

FO FO FO UC UC UC SS S
FO
UC 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
W W FO
NORTH LEE STREET DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT

REVISED PER GSWCC COMMENTS
W W
FO W W W BUILDING UTILITY ENTRANCE LOCATIONS.
W W W W
(40' R/W PER PB 16, PG 196)
W W
W W W 2. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM
FO FO W
FO UC FO W
W LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM
CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA
CATV
FO
FO FO FO
FO FO FO FO FO FO FO FO PARKING STALL OR ACCESS ISLE SHALL BE 2.00% (1:50). THE CONTRACTOR SHALL

UTILITIES PROTECTION CENTER
FO
REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISIONS
PP PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE

Call before you dig.
REVISED PER GSWCC COMMENTS
R15' F/C R15' F/C ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE

Know what's below.
FIELD VERSUS THE DESIGN GRADIENT.

OR DIAL 811
R15' F/C
CATV
FO FO R15' F/C 3. TOTAL PARKING PROVIDED: 91 SPACES

B B

REVISED PER GSWCC COMMENTS
B B

HH 24" STOP BAR LOCATED 24" STOP BAR LOCATED
4' FROM CROSSWALK & 4' FROM CROSSWALK &
MATCHLINE R1-1 STOP SIGN
R1-1 STOP SIGN
SEE 7.1 3 8
24' F/C 24' F/C
13 8
DATE
R5' F/C 1. 4/7/22
2. 4/21/22
R10' F/C 3. 5/9/22
R3' F/C R3' F/C R3' F/C
R3' F/C R3' F/C R3' F/C R3' F/C R3' F/C R3' F/C 7.
R3' F/C A 8.

24'

R3' F/C R3' F/C R3' F/C
R3' F/C DATE: 2/25/22
R3' F/C R3' F/C
R5' F/C SCALE: 1" = 20'

3 14 R3' F/C PROJ NUMBER:
013.039
12 10 DRAWN BY: EDA
A REVIEWED BY:-
HH REVISED BY: -

2' WIDE CONCRETE FLUME

RG
E O TE I A
G RE
GIS RED

No. 037614
PROFESSIONAL
TY
E C
N E I
L G
E I N E R
R P

HH MAGNETIC NORTH
GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

WI GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

( IN FEET )
1 inch = 20 ft. 7.0
HH

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\STE00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

LEGEND CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
PROPOSED EXISTING
LAND
RIGHT-OF-WAY R/W R/W PLANNING

BOUNDARY LINE
PROPERTY LINE
CURB & GUTTER
EASEMENT
BUILDING
SIDEWALK
FALCON DESIGN
FENCE X X X X
CONSULTANTS
FIRE HYDRANT
STOCKBRIDGE OFFICE
WATER VALVE
NOTE: SEE SIDEWALK CROSS 235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
WATER METER W W Ph (770)389-8666 - Fax (770)389-8656
SECTIONS ON PAGE 8.2
WEIR INLET WI WI NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
JUNCTION BOX JB JB Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com
SANITARY SEWER MANHOLE

LEE STREET IMPROVEMENTS
S S
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN
STORM PIPE
SEWER PIPE SS SS

WATER MAIN W W

LOCATED IN:
CONTOUR (MAJOR) 000 000

CONTOUR (MINOR) 000 000

20'

10
SITE PLAN
BEGIN MODULAR BLOCK WALL WITH HANDRAIL @ STA: 13+00.87 10

LAND LOT 61, DISTRICT 12
(CONTRACTOR TO MATCH EXISTING MODULAR BLOCK WALLS AS 10' SIDEWALK
CONSTRUCTED WITHIN AMPHITHEATER DEVELOPMENT)
(SEE DETAIL ON PAGE 11.1)

CITY OF STOCKBRIDGE
R5' F/C FOR
R5' F/C

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA
MATCHLINE
HH
HH
HH KEY NOTES:

SEE 7.0
HH
A CONCRETE CURB AND GUTTER - (SEE DETAILS ON SHEET 11.0)
HH
B ACCESSIBLE RAMP - (SEE DETAILS ON SHEET 11.0)
HH
HH HH

DEVELOPMENT NOTES: R

1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT

REVISED PER GSWCC COMMENTS
B BUILDING UTILITY ENTRANCE LOCATIONS.
END MODULAR BLOCK WALL WITH HANDRAIL @ STA: 13+50.03
(CONTRACTOR TO MATCH EXISTING MODULAR BLOCK WALLS AS 2. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM
LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM
CONSTRUCTED WITHIN AMPHITHEATER DEVELOPMENT)

R5' F/C R5' F/C
CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA
(SEE DETAIL ON PAGE 11.1) PARKING STALL OR ACCESS ISLE SHALL BE 2.00% (1:50). THE CONTRACTOR SHALL

UTILITIES PROTECTION CENTER
REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISIONS
PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE

Call before you dig.
REVISED PER GSWCC COMMENTS
ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE

Know what's below.
FIELD VERSUS THE DESIGN GRADIENT.

OR DIAL 811
3. TOTAL PARKING PROVIDED: 91 SPACES

HH 3 3
R3' F/C R3' F/C

REVISED PER GSWCC COMMENTS

2' WIDE CONCRETE FLUME
DATE
1. 4/7/22
2. 4/21/22
3. 5/9/22

R3' F/C R3' F/C

14 8
DATE: 2/25/22
SCALE: 1" = 20'
PROJ NUMBER:
013.039
DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

RG
E O TE I A
G RE
GIS RED

MAGNETIC NORTH
No. 037614
PROFESSIONAL
TY E C
N E
E I
L G
E I N E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

( IN FEET )
1 inch = 20 ft. 7.1
P:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\STE00.dwg, EArmstrong, Mon, May 09, 2022 - 2:32pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
E E
MB
E E E E E E W
LEGEND CONSTRUCTION LANDSCAPE
S WM
MANAGEMENT ARCHITECT
PROPOSED EXISTING
BRYANT STREET LAND
(50' R/W WIDTH)
MAIL BOX
RIGHT-OF-WAY R/W R/W PLANNING
MB

CATV S GUARDRAIL
BOUNDARY LINE
SIGN
SIGN CATVW WM

PROPERTY LINE
SS PP
CURB & GUTTER
CATV
CATV

EASEMENT
BUILDING
SIDEWALK
FALCON DESIGN
FENCE X X X X
SS
CONSULTANTS
FIRE HYDRANT
STOCKBRIDGE OFFICE
WATER VALVE 235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
EX. R/W WATER METER W W Ph (770)389-8666 - Fax (770)389-8656

E WEIR INLET WI WI NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
JUNCTION BOX JB JB Ph. (770) 755-7978 Ph. (678) 807-7100
SS
www.fdc-llc.com
SANITARY SEWER MANHOLE

LEE STREET IMPROVEMENTS
S S
SINGLE WING CATCH BASIN
DOUBLE WING CATCH BASIN
STORM PIPE
SEWER PIPE SS SS
SS
WATER MAIN W W

LOCATED IN:
CONTOUR (MAJOR) 000 000
SIGN

CONTOUR (MINOR) 000 000

OVERALL SITE PLAN
PP

SS
FO

LAND LOT 61, DISTRICT 12
FO

CITY OF STOCKBRIDGE
SS

FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
FO S

CITY OF STOCKBRIDGE
, GEORGIA
MB

FO

SS

FO

FO GAS W
WM

SS SIGN
HH
E PP

HH
HH HH
FO
HH FO CERESA DR
HH IVE
HH HH

S SS
UC

REVISED PER GSWCC COMMENTS
FO

FO SS
GAS

HH

UTILITIES PROTECTION CENTER
FO

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISIONS
MB MAIL BOX

Call before you dig.
REVISED PER GSWCC COMMENTS
CATV W
FO

Know what's below.
WM

OR DIAL 811
SS

FO
GAS

FO

REVISED PER GSWCC COMMENTS
CATV

SS
FO

(40' R/W PER PB 16, PG 196) NORTH LEE STREET
DATE
CATV
1. 4/7/22
2. 4/21/22
3. 5/9/22
WM
WM
SS
GAS PP/LP

WM

DATE: 2/25/22
SCALE: 1" = 50'

GAS LINE
SS PROJ NUMBER:
013.039
DRAWN BY: EDA

MAGNETIC NORTH
WM
REVIEWED BY:-

REVISED BY: -
CATV

MB MAIL BOX

SS
GAS
RG
FO E O TE I A
G RE
GIS RED
PP

W CATV
PP
No. 037614
WM
PROFESSIONAL
TY
E R
SS E C
N E I
L G
E I N E R
MAIL BOX R P
MB

WI W

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
E ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GAS LINE
GRAPHIC SCALE
50 0 25 50 100
SIGN
SHEET NUMBER
X SIGN

JB SS

SS
SS W
DI
( IN FEET )
1 inch = 50 ft. 7.2
JB
HH

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\STE00.dwg, EArmstrong, Mon, May 09, 2022 - 2:24pm
E CIVIL LAND
UC E ENGINEERING
COA NO. PER 004790
SURVEYING
COA NO. LSF 000995

CERESA DR
SIGN CONSTRUCTION LANDSCAPE
CATV
748
PP LEGEND MANAGEMENT ARCHITECT
PROPOSED EXISTING LAND
SS E
SS PLANNING
SS

MATCHLINE - SEE BELOW
RIGHT-OF-WAY R/W R/W

IV
SS E W
SS
SIGN
SS BOUNDARY LINE
SS GAS
E SS
SS E
SS
SS UC PROPERTY LINE
SS
E SS CURB & GUTTER
SS GAS GAS
SS GAS
SS S GAS EASEMENT
E SS
MB
SS
SS FO BUILDING
E SS
SS
UC SIDEWALK
E E SS
FENCE X X X X
CATV 748 750
E FIRE HYDRANT FALCON DESIGN
75 T/C:754.75
0 75 E B/C:754.25 FO
W WATER VALVE CONSULTANTS
748 2 FO FO FO WATER METER W W
SIGN
FO
T/C:756.58
FO
PP
E FO WEIR INLET WI WI STOCKBRIDGE OFFICE
E B/C:756.08 FO 235 CORP. CTR. DR., STE 200
FO E FO
E FO FO FO JUNCTION BOX JB JB STOCKBRIDGE, GEORGIA 30281
EX. R/W T/C:755.36 E FO FO
FO
Ph (770)389-8666 - Fax (770)389-8656
B/C:754.86 E FO SANITARY SEWER MANHOLE S S
E NEWNAN OFFICE CUMMING OFFICE
SINGLE WING CATCH BASIN 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
74 E NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
S 6 E
DOUBLE WING CATCH BASIN Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com

LEE STREET IMPROVEMENTS
STORM PIPE
SEWER PIPE SS SS
T/C:756.04
B/C:755.54 T/C:756.91 WATER MAIN W W

BRYANT STREET
B/C:756.41 CONTOUR (MAJOR) 000 000
75 T/C:755.63
75 4 B/C:755.13 CONTOUR (MINOR) 000 000
0 754

(50' R/W WIDTH)
764 HH

GRADING & DRAINAGE PLAN
LOCATED IN:
748
T/C:754.74
T/C:756.86
B/C:754.24
B/C:756.36

754 2 T/C:754.80 T/C:755.80
760
75 B/C:754.30 B/C:755.30 75
6 758 756
STM
P-1.2 762
STM
4 758
CATV
P-1.1 75 T/C:756.72
B/C:756.22

LAND LOT 61, DISTRICT 12
18" RC T/C:755.54
B/C:755.04
752 754 762

CITY OF STOCKBRIDGE
T/C:755.75
752 B/C:755.25
T/C:756.78

FOR
120 SF OF RIPRAP
B/C:756.28

760

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
HH

CITY OF STOCKBRIDGE
, GEORGIA

CERABOVE
752
NOTE: CONTRACTOR TO TIE INTO
754 NORTH & SOUTH LEE STREET

MATCHLINE SEE
ESA DRIVE
DESIGN PLANS BY FALCON DESIGN
CONSULTANTS.

GRAVEL GRAVEL
SIGN GAS
UC

WM PP/LP
WM
WM

MAIL BOX
SS
CATV
GAS
WM
CATV
MB MAIL BOX
GAS GAS GAS GAS W GAS LINE WM

MAIL BOX
W GAS GAS GAS X E PP
FO GAS GAS E

CATV
GAS GAS E
SS GAS E
WM
UC S SS SS SS SS
W GASE GAS E
GAS E E GAS E E GAS LINE
SS SS UC
MB
SS UC UC SS SS SS SS
GAS GAS
UC UC SS SS
MB
UC FO FO SS UC
UC FO FO FO UC UC SS SS SS UC SS
FO FO FO UC UC UC SS S SS
FO
UC UC R

FO
W W W W W W W
FO
W W
NORTH LEE STREET W W

REVISED PER GSWCC COMMENTS
(40' R/W PER PB 16, PG 196)
W W
W W W W
FO FO
FO UC FO W
W W

CATV
FO
FO FO FO
FO FO T/C:774.20
FO FO FO FO FO FO T/C:774.99
FO
B/C:773.70 B/C:774.49
PP

UTILITIES PROTECTION CENTER 1 (800) 282-7411 THROUGHOUT GEORGIA
T/C:778.29 T/C:778.83

REVISIONS
Call before you dig.
REVISED PER GSWCC COMMENTS
B/C:777.79 B/C:778.33 X

Know what's below.
CATV
76 FO FO

OR DIAL 811
T/C:773.76
T/C:772.38 B/C:773.26
T/C:772.16 B/C:771.88 T/C:775.60 T/C:776.41
B/C:771.66 T/C:771.80 T/C:777.65
B/C:775.10 B/C:775.91
B/C:771.30 B/C:777.15 T/C:779.08
T/C:778.55 B/C:778.58

REVISED PER GSWCC COMMENTS
764 HH
B/C:778.05
76
778
T/C:778.37
MATCHLINE T/C:771.77
77
B/C:777.87
T/C:773.70 8
SEE 8.1 B/C:771.27 B/C:773.20
T/C:774.66

DATE
B/C:774.16 1. 4/7/22
766
2. 4/21/22
77 3. 5/9/22
2 T/C:774.51 4.
B/C:774.01 77 T/C:777.58
T/C:774.26 772 6 6.
770
B/C:777.08 7.
776
B/C:773.76 8.

768
768 77
T/C:769.95
B/C:769.45
770 DATE: 2/25/22
T/C:770.83 T/C:774.66 T/C:774.91
B/C:770.33 770 SCALE: 1" = 20'
T/C:770.45 B/C:774.16 B/C:774.41
B/C:769.95 PROJ NUMBER:
013.039
764 776 DRAWN BY: EDA
HH REVIEWED BY:-
REVISED BY: -

T/C:769.96
768 T/C:772.67
B/C:772.17 T/C:773.08
B/C:769.46 T/C:770.04
B/C:772.58
772
B/C:769.54 770
768
T/C:776.21
764 B/C:775.71
120 SF OF RIPRAP RG
E O TE I A
77 G RE
GIS RED
768 No. 037614
PROFESSIONAL
TY
E C

10+00
E I
6 L G
E N E
762 766 76 R
HH
MAGNETIC NORTH

STM GSWCC# 0000069300
766 P-2.2 THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
76 766 WI
18" RCP
76
GRAPHIC SCALE
20 0 10 20 40 SHEET NUMBER
76 STM
P-2.1

HH
( IN FEET )
1 inch = 20 ft. 8.0
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\GND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
LEGEND MANAGEMENT ARCHITECT
PROPOSED EXISTING LAND
PLANNING
RIGHT-OF-WAY R/W R/W
BOUNDARY LINE
PROPERTY LINE
CURB & GUTTER
EASEMENT
BUILDING
SIDEWALK
FENCE X X X X

FIRE HYDRANT FALCON DESIGN
WATER VALVE CONSULTANTS
WATER METER W W

WEIR INLET WI WI STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
JUNCTION BOX JB JB
Ph (770)389-8666 - Fax (770)389-8656
SANITARY SEWER MANHOLE S S
NEWNAN OFFICE CUMMING OFFICE
SINGLE WING CATCH BASIN 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100
DOUBLE WING CATCH BASIN
www.fdc-llc.com

LEE STREET IMPROVEMENTS
STORM PIPE
NOTE: SEE SIDEWALK CROSS
SEWER PIPE SS SS
SECTIONS ON PAGE 8.2 WATER MAIN W W

CONTOUR (MAJOR) 000 000

CONTOUR (MINOR) 000 000

GRADING & DRAINAGE PLAN
756 LOCATED IN:
T/C:756.78
B/C:756.28 T/C:756.91
BEGIN MODULAR BLOCK WALL WITH HANDRAIL @ STA: 13+00.87 T/C:756.72 760 B/C:756.41
T/C:756.86

LAND LOT 61, DISTRICT 12
(CONTRACTOR TO MATCH EXISTING MODULAR BLOCK WALLS AS 760 B/C:756.22
B/C:756.36
CONSTRUCTED WITHIN AMPHITHEATER DEVELOPMENT) 756
(SEE DETAIL ON PAGE 11.1) 756

CITY OF STOCKBRIDGE
4 758
76

FOR
12+00 760 762 758
76

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
11+00
2 762
766 76

CITY OF STOCKBRIDGE
, GEORGIA
76
76 10+00
76 2

MATCHLINE
13
762
768

HH
HH
HH HH

SEE 8.0
HH 764
77 HH
HH HH

77
76 764

REVISED PER GSWCC COMMENTS
END MODULAR BLOCK WALL WITH HANDRAIL @ STA: 13+50.03 T/C:771.77
3 766 B/C:771.27
+7 (CONTRACTOR TO MATCH EXISTING MODULAR BLOCK WALLS AS
13
CONSTRUCTED WITHIN AMPHITHEATER DEVELOPMENT) T/C:770.83
768
(SEE DETAIL ON PAGE 11.1) B/C:770.33

UTILITIES PROTECTION CENTER
770

1 (800) 282-7411 THROUGHOUT GEORGIA
T/C:772.16

REVISIONS

Call before you dig.
76

REVISED PER GSWCC COMMENTS
B/C:771.66

Know what's below.
T/C:769.96

OR DIAL 811
B/C:769.46
770
HH T/C:769.95
B/C:769.45

REVISED PER GSWCC COMMENTS
76
T/C:771.80
B/C:771.30

T/C:770.04
B/C:769.54
766

DATE
1. 4/7/22
2. 4/21/22
3. 5/9/22
T/C:770.45 T/C:772.38 5.
766 B/C:769.95 B/C:771.88
768

DATE: 2/25/22
SCALE: 1" = 20'
766 PROJ NUMBER:
013.039
DRAWN BY: EDA
77 REVIEWED BY:-
REVISED BY: -

T/C:773.76

E O TEG I A
G RE
GIS RED

MAGNETIC NORTH
No. 037614
PROFESSIONAL
TY
E C
N E I
L G
E I N E R
R P

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
20 0 10 20 40 SHEET NUMBER

( IN FEET )
1 inch = 20 ft. 8.1
P:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\GND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:32pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

FALCON DESIGN
CONSULTANTS
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
770 770 770 770 STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656

NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
2% 2% NEWNAN, GEORGIA 30265
Ph. (770) 755-7978
CUMMING, GEORGIA 30040
Ph. (678) 807-7100

www.fdc-llc.com

LEE STREET IMPROVEMENTS
760 760 760 760 770 770
2% 3

SIDEWALK CROSS SECITONS
750 750 750 750 760 760
-30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50

LOCATED IN:
10+00 11+50 13+00
770 770 770 770

2% 3
2% 3

LAND LOT 61, DISTRICT 12
760 1 760 760 760 770 770

CITY OF STOCKBRIDGE
FOR
750 750 750 750 760 760
-30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
10+25 11+75 13+25

CITY OF STOCKBRIDGE
, GEORGIA
770 770 770 770 780 780

2% 2%
760 760 760 760 770 770

750 750 750 750 760 760
-30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50

10+50 12+00 13+50 R

770 770

2% 3 REVISED PER GSWCC COMMENTS

UTILITIES PROTECTION CENTER
760 760 770 770 780 780

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISIONS
Call before you dig.
REVISED PER GSWCC COMMENTS
2% 3

Know what's below.

OR DIAL 811
750 750 760 760 770 770
-30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50

REVISED PER GSWCC COMMENTS
10+75 12+25 13+73
770 770

DATE
2% 3
1. 4/7/22
2. 4/21/22
3. 5/9/22
760 1 760 770 770

750 750 760 760
-30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50 DATE: 2/25/22
SCALE: AS= 20'
1" SHOWN
11+00 12+50
PROJ NUMBER:
013.039
770 770 DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

760 760 770 770

2% RG
E O TE I A
G RE
GIS RED

No. 037614
PROFESSIONAL
750 750 760 760
-30 -20 -10 0 10 20 30 40 50 -30 -20 -10 0 10 20 30 40 50 E
TY
E C
N E
11+25 12+75 L E
I N E R

GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

SHEET NUMBER

8.2
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\GND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
SS CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE

P-1.2
MANAGEMENT ARCHITECT

P-1.1
LAND
PLANNING
TOP: 755.21

SS TOP: 753.69

INV OUT:751.50(P-1.1)
INV IN: 751.29(P-1.2)
SIGN

PP
4 FO
75

GRID NORTH
STM SS
P-1.1 756 756 FALCON DESIGN
752 E CONSULTANTS
752 752
FO
754 STOCKBRIDGE OFFICE

18" RC
235 CORP. CTR. DR., STE 200
748 748 STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
754 P-1.2 21 LF
SS 1.00% NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
18" RCP
752 NEWNAN, GEORGIA 30265
Ph. (770) 755-7978
CUMMING, GEORGIA 30040
Ph. (678) 807-7100
E FO
STM www.fdc-llc.com

LEE STREET IMPROVEMENTS
P-1.2
10+00 10+34

STORMWATER MANAGEMENT FACILITY
POND 1 OCS
2 FO SS
75
754

LOCATED IN:
4 CONCRETE FLUME
75 FO

100-YR PONDING E
SS PROPOSED POND 1
ELEVATION: 753.41 SCALE: HORZ. 1" = 50'
VERT. 1" = 10'
FO

LAND LOT 61, DISTRICT 12
SS

CITY OF STOCKBRIDGE
FO

FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
MB
E FO

CITY OF STOCKBRIDGE
, GEORGIA
75
SS

758 FO
GAS

PROPOSED POND 1
SCALE: 1" = 20'

CLEANOUT ELEVATION
PERMANENTLY
LETTERED ON POST

C.O. ELEV = 751.75
NOTE: R

CLEAROUT ELEVATION TO
CORRECT POND WITH THE
ELEVATION AT 1/2 OF THE

REVISED PER GSWCC COMMENTS
FOREBAY VOLUME.

PRESSURE TREATED
4"X 4"X 8' POST

UTILITIES PROTECTION CENTER 1 (800) 282-7411 THROUGHOUT GEORGIA
POND BOTTOM

REVISIONS
Call before you dig.
REVISED PER GSWCC COMMENTS
1/4" NOTCH, 1/4" AT UNDERCUT
DEEP AT CLEANOUT ELEVATION

Know what's below.
ELEVATION

OR DIAL 811

REVISED PER GSWCC COMMENTS
2' MIN.

FOREBAY CLEANOUT MARKER
DATE
SCHEDULE 40 1. 4/7/22
N.T.S. PVC THREADED
END CAP WITH
2. 4/21/22
3. 5/9/22
PVC THREADED 4.
PLUG 5.
SCHEDULE 40 SOLID PVC
(6" MIN. DIA.)

18" MIN.
SCHEDULE 40
SCHEDULE 40 PVC PERFORATED PVC
THREADED END CAP (6" MIN. DIA.)
WITH PVC THREADED (3/8" HOLE DIA.)
PLUG
5' Ø OCS W/MANHOLE LID DATE: 2/25/22
4' Ø INSIDE DIMENSIONS SCALE: AS SHOWN
B ORIFICE SHALL BE
DRILLED ON INSIDE PROJ NUMBER:
013.039
OF OUTLET STRUCTURE

TOP OF WEIR 6" MIN.
DRAWN BY: EDA
3" ELBOW AND PIPE TO BE
BOX EL. 754.50 -
CLEAR
(MIN.)
PERFORATED TO WITHIN
3" OF WALL/STRUCTURE
REVIEWED BY:
A CONCRETE #4 STONE A TOP OF WEIR OPENING REVISED BY: -
BASE CONCRETE WALL/OUTLET STRUCTURE
EL. 753.50

6" RECTANGULAR WIER 752.50
SEE RC
OUTLET 18"
PIPE NOTES
RG
CONCRETE BASE E O TE I A
G RE
GIS RED
PIPE
CONCRETE OR INV. EL.= 751.50
No. 037614
MASONRY WALL
PROFESSIONAL
TY
60" PERFORATED 21 ROUND E C
N E
WITH HINGED LID 0.75" ORIFICE L E G
I N E
2" DIA. HOLE MIN.
NOTES (TO APPLY TO ALL): R P
PLAN VIEW ORIFICE INV. 751.50 L .
B 1.) FILL GAP BETWEEN STRUCTURE 4.) VARIATIONS TO THIS DETAIL MAY BE
& PVC WITH MORTAR OR INSTALL ACCEPTABLE ON A CASE BY CASE
A FERNCO ADAPTER.
3:1
MA
BASIS. MODIFICATIONS SHALL BE GSWCC# 0000069300
X NOTES: 2.) SIZE ORIFICE AS REQUIRED
SUBJECT TO REVIEW AND APPROVAL THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
1. WEIR CONFIGURATION SHOWN FOR CONCEPTUAL PURPOSES ONLY. BY THE STORMWATER DEPARTMENT. ORIGINAL SIGNATURE OF THE REGISTRANT
INSTALL ANTI-SEEP ACROSS THE REGISTRANT'S SEAL.
2. THREADED END CAP WITH ORIFICE REQ'D FOR ORIFICE DIA. < 4".
COLLAR 2' MIN. 3.) PIPE SIZE SHALL BE SPECIFIED PER
2' MAX 3. REFER TO DETAIL FOR ORIFICE END-CAPS. STONE FILTER SHALL BE
SEE
#4 STONE OR SMALLER. TABLE BELOW. PIPE SIZES SHALL BE
NOTES
4. PROVIDE 48" PERFORATED 34 ROUND WITH HINGED LID AND 21" DIA. CONSISTENT FOR EACH END-CAP
OUTLET HOLE MIN.
PIPE #4 STONE ASSEMBLY.
OUTLET SHEET NUMBER
SECTION A-A 6" ORIFICE DIAMETER PIPE SIZE
CONCRETE
BASE POND "1" <3" 6"
9' x 9' x 18" ANTIFLOTATION BLOCK
OUTLET CONTROL
STRUCTURE DETAIL
NOT TO SCALE
3" TO <5"
5" TO <11"
12"
ORIFICE DETAIL
NOT TO SCALE
9.0
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\SWMF00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
762 ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE

P-2.2
HH FO
MANAGEMENT ARCHITECT
HH 764
P-2.1
LAND
HH
HH PLANNING
TOP: 767.04
HH

TOP: 765.45

INV OUT:763.33(P-2.1)
76
764
INV IN: 763.08(P-2.2)
2 FO

766
768
770
76

GRID NORTH
FO
768 768 FALCON DESIGN
770
CONSULTANTS
CONCRETE FLUME 8 764 764
76
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
FO 760 760 STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
CATV
7 66 P-2.2 25 LF NEWNAN OFFICE CUMMING OFFICE
1.00% 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
18" RCP
766 Ph. (770) 755-7978 Ph. (678) 807-7100

768 www.fdc-llc.com

LEE STREET IMPROVEMENTS
FO

10+00 10+37

STORMWATER MANAGEMENT FACILITY
100-YR PONDING
POND 2 OCS
ELEVATION: 765.02 766
2 FO
77

LOCATED IN:
768
764
FO

STM PROPOSED POND 2
P-2.1 STM SCALE: HORZ. 1" = 50'
P-2.2 VERT. 1" = 10'
18" RCP

LAND LOT 61, DISTRICT 12
770

CITY OF STOCKBRIDGE
76

FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA
76

PROPOSED POND 2
SCALE: 1" = 30'

CLEANOUT ELEVATION
PERMANENTLY
LETTERED ON POST

C.O. ELEV = 752.10
NOTE: R

CLEAROUT ELEVATION TO
CORRECT POND WITH THE

REVISED PER GSWCC COMMENTS
ELEVATION AT 1/2 OF THE
FOREBAY VOLUME.

PRESSURE TREATED
4"X 4"X 8' POST

UTILITIES PROTECTION CENTER 1 (800) 282-7411 THROUGHOUT GEORGIA
REVISIONS
POND BOTTOM

Call before you dig.
REVISED PER GSWCC COMMENTS
1/4" NOTCH, 1/4" AT UNDERCUT

Know what's below.
DEEP AT CLEANOUT ELEVATION
ELEVATION

OR DIAL 811

REVISED PER GSWCC COMMENTS
2' MIN.

FOREBAY CLEANOUT MARKER
DATE
SCHEDULE 40
1. 4/7/22
2. 4/21/22
N.T.S. PVC THREADED
END CAP WITH
3. 5/9/22
PVC THREADED 5.
PLUG 6.
SCHEDULE 40 SOLID PVC
(6" MIN. DIA.)

18" MIN.
SCHEDULE 40
SCHEDULE 40 PVC PERFORATED PVC
THREADED END CAP (6" MIN. DIA.)
WITH PVC THREADED (3/8" HOLE DIA.)
5' Ø OCS W/MANHOLE LID PLUG
DATE: 2/25/22
4' Ø INSIDE DIMENSIONS SCALE: AS SHOWN
ORIFICE SHALL BE
DRILLED ON INSIDE
PROJ NUMBER:
013.039
OF OUTLET STRUCTURE
TOP OF WEIR DRAWN BY: EDA
BOX EL. 766.00 6" MIN. ELBOW AND PIPE TO BE
CLEAR PERFORATED TO WITHIN REVIEWED BY:-
A CONCRETE #4 STONE A TOP OF WEIR OPENING
(MIN.) 3" OF WALL/STRUCTURE
REVISED BY: -
BASE
EL. 765.00 CONCRETE WALL/OUTLET STRUCTURE

6" RECTANGULAR WIER: 764.50
RC
OUTLET SEE 18"
PIPE NOTES
RG
CONCRETE BASE E O TE I A
G RE
GIS RED
PIPE
CONCRETE OR INV. EL.= 763.33
MASONRY WALL
No. 037614
PROFESSIONAL
TY
60" PERFORATED 21 ROUND E
N E
WITH HINGED LID 1.5" ORIFICE L G I
1 E I N E R
2" DIA. HOLE MIN. ORIFICE INV. 763.33 NOTES (TO APPLY TO ALL): R P
PLAN VIEW L .
B 1.) FILL GAP BETWEEN STRUCTURE 4.) VARIATIONS TO THIS DETAIL MAY BE
& PVC WITH MORTAR OR INSTALL ACCEPTABLE ON A CASE BY CASE
3:1 A FERNCO ADAPTER. GSWCC# 0000069300
MA BASIS. MODIFICATIONS SHALL BE
X NOTES: SUBJECT TO REVIEW AND APPROVAL THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
1. WEIR CONFIGURATION SHOWN FOR CONCEPTUAL PURPOSES ONLY. 2.) SIZE ORIFICE AS REQUIRED ORIGINAL SIGNATURE OF THE REGISTRANT
INSTALL ANTI-SEEP 2. THREADED END CAP WITH ORIFICE REQ'D FOR ORIFICE DIA. < 4".
BY THE STORMWATER DEPARTMENT. ACROSS THE REGISTRANT'S SEAL.
COLLAR 2' MIN.
2' MAX 3. REFER TO DETAIL FOR ORIFICE END-CAPS. STONE FILTER SHALL BE 3.) PIPE SIZE SHALL BE SPECIFIED PER
SEE
#4 STONE OR SMALLER.
NOTES TABLE BELOW. PIPE SIZES SHALL BE
4. PROVIDE 48" PERFORATED 34 ROUND WITH HINGED LID AND 21" DIA.
OUTLET HOLE MIN.
CONSISTENT FOR EACH END-CAP
PIPE #4 STONE ASSEMBLY.
OUTLET SHEET NUMBER
SECTION A-A 6"
CONCRETE
BASE POND "2" ORIFICE DIAMETER
PIPE SIZE
9' x 9' x 18" ANTIFLOTATION BLOCK
OUTLET CONTROL
STRUCTURE DETAIL
NOT TO SCALE
3" TO <5"
5" TO <11"
12"
ORIFICE DETAIL 9.1
NOT TO SCALE

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\SWMF00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
TABLE 6-5.1 NOTES: CIVIL LAND
FERTILIZER REQUIREMENTS FOR DS2 & DS3 Ds3 1. AGRICULTURAL LIME IS REQUIRED FOR ALL GRADED AREAS AT THE RATE OF ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995
DISTURBED AREA STABILIZATION DISTURBED AREA STABILIZATION ONE TO TWO TONS PER ACRE UNLESS SOIL TESTS DETERMINE OTHERWISE.
Ds1 (WITH MULCHING ONLY) Ds3 2. MULCHING FOR PERMANENT GRASSING IS REQUIRED. REFER TO THE CONSTRUCTION LANDSCAPE
(WITH PERMANENT VEGITATION) DISTURBED AREA STABILIZATION
(WITH PERMANENT VEGITATION) "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", 2016 EDITION, MANAGEMENT ARCHITECT
MATERIALS AND RATES:
PAGES 6-38 AND 6-39. LAND
MATERIAL RATE PLANNING
Resource
STRAW OR HAY 2-4" DEEP Species Broadcast Rates Area3 Planting Dates by Resource Area Remarks
WOOD WASTE, CHIPS, Solid lines indicate optimum dates, dotted lines
2-3" DEEP Pure Live Seed
SAW DUST OR BARK (PLS) Per 1000
indicate permissible but marginal dates.
1 2
COMPLETELY Rate Per Acre sqft J F M A M J J A S O N D
POLYETHYLENE FILM
COVER AREA BAHIA, PENSACOLA
Paspalum notatum
Alone or With Temporary 60 lbs 1.4 lbs P 166,000 seed per pound. Low growing.
Cover Sod forming. Slow to establish. Plant
30 lbs 0.7 lb with a companion crop. Will spread into
With Other Perennials C
bermuda pastures and lawns. Mix with
Sericea lespedeza or weeping
FALCON DESIGN
lovegrass. CONSULTANTS
Ds2 1 BAHIA, WILMINGTON
DISTURBED AREA STABILIZATION SEEDING RATES FOR TEMPORARY SEEDINGS Paspalum notatum
(WITH TEMPORARY SEEDINGS) STOCKBRIDGE OFFICE
Alone or With Temporary 60 lbs 1.4 lb M-L 235 CORP. CTR. DR., STE 200
Cover Same as above. STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656
Resource
With Other Perennials 30 lbs 0.7 lb P
Species Broadcast Rates Area 3 Planting Dates by Resource Area Remarks NEWNAN OFFICE CUMMING OFFICE
BERMUDA, COMMON 40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
Solid lines indicate optimum dates, dotted lines NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Pure Live Seed indicate permissible but marginal dates. Cynodon dactylon Ph. (770) 755-7978 Ph. (678) 807-7100
(PLS) Per 1000
sqft J F M A M J J A S O N D Hulled Seed P 1,787,000 seed per pound. Quick cover.
Rate Per Acre2 www.fdc-llc.com

LEE STREET IMPROVEMENTS
Alone 10 lbs 0.2 lb Low growing and sod forming. Full sun.
BARLEY
Hordeum vulagre With Other Perennials 6 lbs 0.7 lb C Good for athletic fields.
Alone 3 bu. (144 lbs) 3.3 lbs M-L BERMUDA, COMMON
14,000 seed per pound. Winter hardy. Cynodon dactylon
In Mixture 1/2 bu. (24 lbs) 0.6 lb Use on productive soils.
C Unhulled Seed
10 lbs 0.2 lb P Plant with winter annuals.
LESPEDEZA, ANNUAL
Lespedeza striata With Other Perennials 6 lbs 0.1 lb C Plant with Tall Fescue.

EROSION CONTROL DETAILS
Alone 40 lbs 0.9 lb M-L BERMUDA SPRIGS
200,000 seed per pound. May volunteer

LOCATED IN:
P Cynodon dactylon
In Mixture 10 lbs 0.2 lb for several years. Use inoculant EL.
C Coastal, Common, Midland, or M-L
Tift 44 40 cu ft 0.9 cu ft A cubic foot contains approximately 650
LOVEGRASS, WEEPING sprigs. A bushel contains 1.25 cubic
Eragrostis curvula P feet or approximately 800 sprigs.
Coastal, Common, or Tift 44 or
Alone 4 lbs 0.1 lb M-L 1,500,000 seed per pound. May last for C
P several years. Mix with Sericea
In Mixture 2 lbs 0.05 lb C lespedeza. sod plugs 3'x3' C Southern Coastal Plain only.
MILLET, BROWNTOP CENTIPEDE
Panicum fasciculatum Eremochloa ophuiroides

LAND LOT 61, DISTRICT 12
137,000 seed per pound. Quick dense Drought tolerant. Full sun or partial
Alone 40 lbs 0.9 lb M-L Block sod only P
cover. Will provide excessive shade. Effective adjacent to concrete
P C and in concentrated flow areas. Irrigation
In Mixture 10 lbs 0.2 lb competition in mixtures if seeded at high
C rate. is needed until fully established. Do not

CITY OF STOCKBRIDGE
plant near pastures. Winter hardy as far
MILLET, PEARL as north Athens and Atlanta.

FOR
Pennesetum glaucum
CROWNVETECH
Alone 50 lbs 1.1 lbs M-L 88,000 seed per pound. Quick dense Coronilla varia
P cover. May reach 5 feet in height. not With winter annuals or cool 15 lbs 0.3 lbs M-L 100,000 seed per pound. Dense growth.

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
C recommended for mixtures. season grasses Drought tolerant and fire resistant.
Attractive rose, pink, and white
OATS Alone

CITY OF STOCKBRIDGE
, GEORGIA
Avena sativa blossoms spring to late fall. Mix with 30
pounds of Tall fescue or 15 pounds of
Alone 4 bu. (128 lbs) 2.9 lbs M-L 13,000 seed per pound. Use on rye. Inoculate seed with M inoculant.
P productive soils. Not as a winter hardy Use from North Atlanta and Northward.
In Mixture 1 bu. (32 lbs) 0.7 lb
C as rye or barley.
FESCUE, TALL
RYE Festuca arundinacea
Secale cereale 227,000 seed per pound. Use alone
50 lbs 1.1 lbs M-L
Alone 3 bu. (168 lbs) 3.9 lbs M-L 18,000 seed per pound. Quick cover. only on better sites. Mix with perennial
P Drought tolerant and winter hardy. with other perennials 30 lbs 0.7 lbs P lespededza or crownvetch. Apply
In Mixture 1/2 bu. (28 lbs) 0.6 lb
C topdressing in spring following fall
plantings. Not for heavy use areas or
RYEGRASS, ANNUAL
Lolium temulentum athletic fields.

Alone 40 lbs 0.9 lb M-L 227,000 seed per pound. Dense cover.
Pueraria thumbergiana
P Very competitive and is not to be used in
C mixtures. Plants or crowns 3' - 7' apart ALL Rapid and vigorous growth. Excellent in
gully erosion control. Will climb good
SUDANGRASS livestock forage.
Sorghum sudanese
LESPEDEZA SERICEA
Alone 60 lbs 1.4 lbs M-L 55,000 seed per pound. Good on Lespedeza cuneata
P droughty sites. Not recommended for
M-L 350,000 seed per pound. Widely
C mixtures.
adapted. Low maintenance. Mix with

REVISED PER GSWCC COMMENTS
60 lbs 1.4 lbs P
TRITICALE weeping lovegrass, common bermuda,
X-Triticosecale C
bahia, or tall fescue. Takes 2 to 3 years
Alone 3bu. (144 lbs) 3.3 lbs Use on lower part of Southern Coastal to become fully established. Excellent on
C Plain and Atlantic Coastal Flatwoods M-L roadbanks. Inoculate seed with EL
In Mixture 1/2 bu. (24 lbs) 0.6 lb 75 lbs 1.7 lbs P inoculant.
only.
WHEAT

UTILITIES PROTECTION CENTER
Triticum aestivum Mix with all fesue or winter annuals.

REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
Alone 3 bu. (180 lbs) 4.1 lbs M-L
15,000 seed per pound. Winter hardy. M-L Cut when seed mixture is mature but
In Mixture 1/2 bu. (30 lbs) 0.7 lb P
seed-bearing hay 3 tons 1338 lbs P before it shatters. Add tall fescue or

Know what's below.
C winter annuals.

OR DIAL 811
Temporary cover crops are very competitive and will crowd out perennials if seeded too heavily.
Reduce seeding rates by 50% when drilled. LESPEDEZA
Ambro virgata
M-L represents the Mountain; Blue Ridge; and Ridges and Valleys MLRAs
Lespedeza virgata DC
P represents the Southern Piedmont MLRA

REVISED PER GSWCC COMMENTS
or
C represents Southern Coastall Plain; Sand Hills; Black Lands; and Atlantic Coast Flatwoods MLRAs Appalow
(see Figure 6-4.1, p. 6-40 of the Georgia Manual for Sedimentation and Erosion Control, 2014) Lespedeza cuneata
(Dumont G. Don)
M-L 350,000 seed per pound. Height of
growth is 18 to 24 inches. Advantageous
60 lbs 1.4 lbs P
in urban areas. Spreading-type growth.
C New growth has bronze coloration. mix

DATE
1. 4/7/22
M-L with weeping lovegrass, common 2. 4/21/22
3. 5/9/22
DISTURBED AREA STABILIZATION 75 lbs 1.7 lbs bemuda, bahia, tall fescue or winter 4.
Ds4 P annuals. Do not mix with Sericea 5.
(WITH SOD) 6.
lespedeza. Slow to develop solid stands. 7.
TABLE 6-6.2 SOD PLANTING REQUIREMENTS inoculate seed with EL inoculant.
LESPEDEZA
RESOURCE GROWING Lespedeza biocolor
GRASS VARIETIES Lespedeza thumbergii
AREA SEASON
M-L
plants 3' x 3' P Provide wildlife food and cover.
COMMON M-L, P, C DATE: 2/25/22
TIFWAY P, C WARM
BERMUDAGRASS LOVEGRASS, WEEPING SCALE: N/A
TIFGREEN P, C WEATHER Eragrostis curvula
TIFLAWN P, C 1,500,000 seed per pound. Quick cover.
PROJ NUMBER:
013.039
alone 4 lbs 0.1 lb M-L
2 lbs 0.05 lb P Drought tolerant. Grows well with DRAWN BY: EDA
with others perennials C
WARM Sericea lespedeza on roadbanks. REVIEWED BY:-
BAHIAGRASS PENSACOLA P, C WEATHER MAIDENCANE
Panicum hemitomon REVISED BY: -
sprigs 2' x 3' spacing ALL For very wet sites. May clog channels.
WARM Dig sprigs from local sources. Use along
CENTIPEDE - P, C WEATHER river banks and shorelines.
PANICGRASS, ATLANTIC
COMMON COASTAL 2
WARM Panicum amarum var
ST. AUGUSTINE BITTERBLUE C RGI
WEATHER amarukum EO A
RALEIGH G RE
GISTERED
P Grow well on coastal sand dunes,
20 lbs 0.5 lb
C borrow areas and gravel pits. Provide
EMERALD WARM winter cover for wildlife. Mix with Sericea No. 037614
ZOYSIA P, C WEATHER
MYER lespedeza except on sand dunes.
REED CANARY GRASS T E

COOL Phalaris arundinacea Y C
TALL FESCUE KENTUCKY M-L, P WEATHER alone 50 lbs 1.1 lb M-L Grow well on coastal sand dunes, I
E R
borrow areas and gravel pits. Provide R P
with other perrenials 30 lbs 0.7 lb P
TABLE 6-6.3 winter cover for wildlife. Mix with Sericea
FERTILIZER REQUIREMENTS FOR SOD lespedeza except on sand dunes.
NITROGEN SUNFLOWER, 'AZTEC' GSWCC# 0000069300
TYPES FERTILIZER RATE TOP MAXIMILLIAN THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
OF PLANTING YEAR DRESSING Helianthus maximiliani ORIGINAL SIGNATURE OF THE REGISTRANT
(N-P-K) (lbs./acre) RATE ACROSS THE REGISTRANT'S SEAL.
SPECIES M-L 227,000 seed per pound. Mix with
(lbs./acre)
10 lbs 0.2 lb P weeping lovegrass or other low-growing
COOL FIRST 6-12-12 1500 50-100 C grasses or legumes.
SEASON SECOND 6-12-12 1000 - 1
Reduce seeding rates by 50% when drilled.
GRASSES MAINTENANCE 10-10-10 400 30 2
PLS is an abbreviation for Pure Live Seed. Refer to Section V.E. of these specifications.
M-L represents the Mountain; Blue Ridge; and Ridges and Valleys MLRAs SHEET NUMBER
WARM FIRST 6-12-12 1500 50-100 P represents the Southern Piedmont MLRA

SEASON SECOND 6-12-12 800 50-100 C represents Southern Coastall Plain; Sand Hills; Black Lands; and Atlantic Coast Flatwoods MLRAs

GRASSES

NOTES:
MAINTENANCE 10-10-10 400 30 (see Figure 6-4.1, p. 6-40 of the Georgia Manual for Sedimentation and Erosion Control, 2014)

10.0
1. AGRICULTURAL LIME IS REQUIRED FOR ALL SODDED AREAS AT THE RATE OF
ONE TO TWO TONS PER ACRE UNLESS SOIL TESTS DETERMINE OTHERWISE.

p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
Sd1-S SILT FENCE - TYPE C SKIMMER HARD SURFACE
MANAGEMENT
LAND
ARCHITECT
PUBLIC ROAD
PLANNING
SIDE VIEW
SEDIMENT TRAP
(SEE NOTE 8)

SKIMMER PERSPECTIVE

30" MIN.
Hard Surface
28" FLOW
Public Road FLOW

50
IN. FLOW

GROUND SURFACE
FALCON DESIGN
CONSULTANTS

18" MIN.
STOCKBRIDGE OFFICE
CULVERT UNDER 235 CORP. CTR. DR., STE 200
2" STOCKBRIDGE, GEORGIA 30281
ENTRANCE (IF NEEDED)
FABRIC Ph (770)389-8666 - Fax (770)389-8656

SKIMMER FRONTAL SECTION VIEW SKIMMER SIDE SECTION VIEW DIVERSION RIDGE
(SEE NOTE 6) NEWNAN OFFICE
40 GREENWAY CT., STE A
CUMMING OFFICE
500 PIRKLE FERRY RD., STE C
POST (SEE NOTE 1) NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
N.S.A. R-2 (1.5"-3.5")
N. Ph. (770) 755-7978 Ph. (678) 807-7100
COARSE AGGREGATE ' MI
FRONT VIEW 20 www.fdc-llc.com

LEE STREET IMPROVEMENTS
GEOTEXTILE UNDERLINER .
POST (SEE NOTE 1) 4' MAX. O.C. MI
TIRE WASHRACK AREA/ 6"
TIRE WASHERS
SUPPLY WATER TO WASH
WHEELS IF NECESSARY

EXIT DIAGRAM
FABRIC
30" MIN.

EROSION CONTROL DETAILS
R FA COARSE AGGREGATE

LOCATED IN:
28"
(N.S.A. R-2)

SU
(WOVEN WIRE FENCE OR
ALTERNATIVE BACKING) GEOTEXTILE ORIGINAL
M UNDERLINER
TO
GRADE

BO
6" 6" MIN.
TRENCH ENTRANCE ELEVATION

18" MIN.
NOTES:

LAND LOT 61, DISTRICT 12
1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.
2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE AND CROWN FOR POSITIVE DRAINAGE.
3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5” - 3.5” STONE).
4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6”.
NOTE: ALL SKIMMERS WILL BE MANUFACTURED BY FAIRCLOTH SKIMMER.

CITY OF STOCKBRIDGE
5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.
NOTES: 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.

FOR
1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.
AND POLLUTION CONTROL PLAN. 8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED
SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE.)
2. HEIGHT 28" IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION
9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CONTROL PLAN. CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.
10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OF FLOW OF MUD ONTO PUBLIC RIGHT-OR-WAYS. THIS MAY REQUIRE TOP

CITY OF STOCKBRIDGE
, GEORGIA
FIGURE 6-27.2 DRESSING, REPAIR AND/OR CLEANOUTS OF ANY MEASURES USED TO TRAP SEDIMENT.
GSWCC (Amended - 2016) 6-142

Co CRUSHED STONE CONSTRUCTION EXIT

Figure 6-14.1 6-142

Di-1 Di-2

4 4

REVISED PER GSWCC COMMENTS
0.6 0.8

2 2

GRASS 0.4 GRASS 0.2
3 3 3 3

UTILITIES PROTECTION CENTER
REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
1 1

Know what's below.
OR DIAL 811

REVISED PER GSWCC COMMENTS

10' MIN.

DATE
1. 4/7/22
2. 4/21/22
3. 5/9/22
STAKE 2" 7.
(TYP.)
B B

VARIES
1/8" DIA. 4"
STEEL WIRE

STAPLE DETAIL
DATE: 2/25/22
SCALE: N/A
STRAW BALE
(TYP.) PROJ NUMBER:
013.039
10 MIL DRAWN BY: EDA
PLASTIC LINING PLAN PLYWOOD
REVIEWED BY:-
48" X 24"
NOT TO SCALE
TYPE "ABOVE GRADE"
PAINTED WHITE REVISED BY: -
WITH STRAW BALES BLACK LETTERS
CONCRETE 6" HEIGHT
WASHOUT 0.5" LAG
SCREWS
3" WOOD POST
3" X 3" X 8" 2
3" RG
E O TE I A
G RE
GIS RED
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT) No. 037614

STAPLES
BINDING WIRE T E
(2 PER BALE) 10 MIL
PLASTIC LINING Y C
L I
E R
STRAW BALE R P

NOTES:
GSWCC# 0000069300
WOOD OR THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
1. ACTUAL LAYOUT DETERMINED ORIGINAL SIGNATURE OF THE REGISTRANT
NATIVE MATERIAL METAL STAKES IN FIELD. ACROSS THE REGISTRANT'S SEAL.
(OPTIONAL) (2 PER BALE) 2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN 30
SECTION B-B
FT. OF THE TEMPORARY
NOT TO SCALE
CONCRETE WASHOUT FACILITY.

SHEET NUMBER
CONCRETE TRUCK WASHOUT
NTS

10.1
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

FALCON DESIGN
CONSULTANTS
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656

NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com

LEE STREET IMPROVEMENTS LOCATED IN:
CONSTRUCTION DETAILS

LAND LOT 61, DISTRICT 12

CITY OF STOCKBRIDGE
FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA

REVISED PER GSWCC COMMENTS
1" 5" 1-1/4 INCH 12.5 MM SUPERPAVE MIX WITH HYDRATED
FIN. GRADE LIME (LEVEL 1), 137.5 POUNDS PER SQUARE YARD

FIN. PAVING OR SLAB 2-INCH 12.5 MM SUPERPAVE MIX WITH HYDRATED
1" LIME (LEVEL 1), 220 POUNDS PER SQUARE YARD
R 6"
6" PRIMER 0.20—0.25 GAL/SQUARE YARD

UTILITIES PROTECTION CENTER
6" GAB - 100% DRY DENSITY COMPACTION

REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
2 1/2" 2'-0" SUBGRADE - TOP 12" COMPACTED 100%

Know what's below.
DRY DENSITY

OR DIAL 811
24" CONC. CURB & GUTTER
DOT 9032A, TYPE 2
PARKING AREA PAVING
NOT TO SCALE

REVISED PER GSWCC COMMENTS
4" 3000 PSI CONCRETE REINFORCED

SUBGRADE - 95% MAX DRY DENSITY

DATE
1. 4/7/22
2. 4/21/22
3. 5/9/22
SIDEWALK SECTION 7.

NOTE:
COMPACT UPPER 2 FEET OF SUBGRADES
CONSISTING OF COUNTY APPROVED FILL
IN 6" COMPACTED LIFTS.

DATE: 2/25/22
PAVEMENT SECTIONS SCALE: N/A
NTS
PROJ NUMBER:
013.039
DRAWN BY: EDA
REVIEWED BY:-
REVISED BY: -

RG
E O TE I A
G RE
GIS RED

No. 037614
CONC. CURB
& GUTTER T E
Y C
L I
E R
R P
FLUME WIDTH VARIES, SEE SHEET 7.0

RADIUS VARIES GSWCC# 0000069300
SEE SHEET 7.0 THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
4" THICK CONCRETE FLUME ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

CONCRETE FLUME SHEET NUMBER
NTS

11.0
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

FALCON DESIGN
CONSULTANTS
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656

NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com

LEE STREET IMPROVEMENTS LOCATED IN:
CONSTRUCTION DETAILS

LAND LOT 61, DISTRICT 12

CITY OF STOCKBRIDGE
FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
CITY OF STOCKBRIDGE
, GEORGIA

REVISED PER GSWCC COMMENTS

UTILITIES PROTECTION CENTER
REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS

Call before you dig.
Know what's below.
OR DIAL 811

REVISED PER GSWCC COMMENTS
NOTES: FILTER FABRIC TO BE
PLACED BETWEEN TOPSOIL 8

1. FENCE FINISH TO BE SAND/MATTE BLACK 2 - #4 CONT. AND WALL ROCK
2. FENCE POSTS TO BE EMBEDDED INTO THE SIDEWALK TURNDOWN
DATE
1. 4/7/22
2. 4/21/22
3. CAULK OR EMBEDDED POSTS TO MATCH FINISH/COLOR OF WALL CAPS 12"
3. 5/9/22
4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION 3,000 PSI 5.
CAPSTONE CONCRETE (TYP) 8.
12"
A 1/2" FIBER EXPANSION JOINT
4" TYP
82" 82" DATE: 2/25/22
SCALE: N/A
DECORATIVE METAL FENCING PER 18" MIN PROJ NUMBER:
013.039
"FORTRESS FENCE PRODUCTS, STYLE FT/FB3" DRAWN BY: EDA
OR APPROVED EQUIVALENT REVIEWED BY:-
CMU MODULAR RETAINING REVISED BY: -
WALL (COLOR TO BE 2 - #4 CONT.
SELECTED BY OWNER) 18" MIN
40" EXPOSED WALL HEIGHT (VARIES)
INSERT GEOGRID IN ACCORDANCE WITH 2
VARIES MANUFACTURER'S STANDARDS
RG
E O TE I A
G RE
GIS RED
FINISHED GRADE
2" No. 037614

T E

WELL-GRADED GRANULAR WALL Y
L I

EMBEDMENT DEPTH ROCK 0.25 IN TO 1.5 IN E
R P

21" (ref) A LESS THAN 10% FINES
GSWCC# 0000069300
THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

RAILS: 1 9/16" X 1 3/16" (14 ga) U-CHANNEL
6" MIN
4" DIA. PERFORATED HDPE DRAIN PIPE WITH
PICKETS: 3/4" sq (16 ga)
GEOTEXTILE SOCK VENTED TO DAYLIGHT SHEET NUMBER

SECTION 'A' VIEW
TYPICAL FENCE DETAIL
11.1
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\CND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
W ENGINEERING SURVEYING
E COA NO. PER 004790 COA NO. LSF 000995

CERESA DR
UC CONSTRUCTION LANDSCAPE
SIGN MANAGEMENT ARCHITECT
PP
748 LAND
PLANNING
S SS E

IVE
SS
SS
SS W
E SS
SIGN
SS

MATCHLINE - SEE BELOW
SS
SS
E SS E
SS
SS UC
SS
E SS
SS
SS
SS
E S SS

MB
SS
SS
SS FO
E SS
SS

E E FALCON DESIGN
748 E CONSULTANTS
75
0 E W
FO FO
FO FO STOCKBRIDGE OFFICE
SIGN
FO 235 CORP. CTR. DR., STE 200
FO
PP
E FO STOCKBRIDGE, GEORGIA 30281
E FO Ph (770)389-8666 - Fax (770)389-8656
FO E FO
E FO FO FO
EX. R/W E FO FO NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
E FO
GENERAL NOTES: NEWNAN, GEORGIA 30265
Ph. (770) 755-7978
CUMMING, GEORGIA 30040
Ph. (678) 807-7100
74
S 6 E www.fdc-llc.com

LEE STREET IMPROVEMENTS
1. ALL AREAS WITHIN THE LIMITS OF
DISTURBANCE NOT SHOWN AS BERMUDA
SOD SHALL RECEIVE SEED AND STRAW.
BERMUDA SOD

BRYANT STREET
75
75 4
0 754

(50' R/W WIDTH)
764

LOCATED IN:
6 - AMERICAN BASSWOOD
748 2" cal. @ field locate

LANDSCAPE PLAN
760
75
6 758

LAND LOT 61, DISTRICT 12
LIMITS OF DISTURBANCE

PHASE
752 762

FOR

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
760

CITY OF STOCKBRIDGE
, GEORGIA
IVE 752

754

CERESA DR

MATCHLINE SEE ABOVE
GRAVEL GRAVEL
SIGN DI
UC
PP/LP
SS
WM WM
WM

MAIL BOX
WM

MB MAIL BOX
W WM

MAIL BOX
X E PP
FO E E
SS E
WM
SS W E E E E E E E
S SS SS W
E E E
SS SS UC
MB
SS UC
SS
UC UC SS SS
SIGN
UC UC SS SS SS
MB
UC FO FO SS UC
UC FO FO FO UC UC SS SS SS SS UC
FO FO FO UC UC SS
UC SS S SS SS SS
UC SS S
FO UC UC
W W FO
NORTH LEE STREET
REVISED PER GSWCC COMMENTS
W W
FO W W W W W W W
(40' R/W PER PB 16, PG 196)
W W
W W
FO W W
FO
FO UC FO W
W W W
W W
FO
FO FO FO
FO FO FO FO FO FO FO FO
FO

UTILITIES PROTECTION CENTER
SS

REVISIONS
PP

1 (800) 282-7411 THROUGHOUT GEORGIA
REVISED PER GSWCC COMMENTS
JB

Call before you dig.

Know what's below.
76 FO FO

OR DIAL 811

SS

REVISED PER GSWCC COMMENTS
SIGN

764 HH 76
MATCHLINE X
SEE 12.1
DATE
SS
1. 4/7/22
2. 4/21/22
3. 5/9/22
772

11 - AMERICAN BASSWOOD 776 X
BERMUDA SOD
768 2" cal. @ field locate
SS

DATE: 2/25/22
770 SCALE: AS SHOWN
PROJ NUMBER:
013.039
DRAWN BY: JDL
764 -
REVIEWED BY:
HH X
SS
REVISED BY:

FENCE
SS

4' CHAINLINK
77
768 E
J A E
R L
O D
10+00
6 S
762 766 76 LIMITS OF DISTURBANCE
HH
GRID NORTH THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
GA WEST ZONE ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.
SS

WI
GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

LIMITS OF DISTURBANCE
76

HH
( IN FEET )
1 inch = 20 ft. 12.0
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\LND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

FALCON DESIGN
CONSULTANTS
STOCKBRIDGE OFFICE
235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
Ph (770)389-8666 - Fax (770)389-8656

NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
Ph. (770) 755-7978 Ph. (678) 807-7100

www.fdc-llc.com

LEE STREET IMPROVEMENTS LOCATED IN:

LANDSCAPE PLAN
LIMITS OF DISTURBANCE

10 760
10

LAND LOT 61, DISTRICT 12
760
756
756

PHASE
4 758
76

FOR
12+00 760 762
76

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
11+00

CITY OF STOCKBRIDGE
, GEORGIA
76
10+00
76

MATCHLINE
+ 00
13
76 2

HH
HH
HH

SEE 12.0
HH
HH 764
HH
HH HH

BERMUDA SOD
76 764

REVISED PER GSWCC COMMENTS
3 LIMITS OF DISTURBANCE
13

UTILITIES PROTECTION CENTER
REVISIONS

1 (800) 282-7411 THROUGHOUT GEORGIA
76

REVISED PER GSWCC COMMENTS

Call before you dig.
Know what's below.
HH 3 OR DIAL 811

REVISED PER GSWCC COMMENTS

GENERAL NOTES:
DATE
1. 4/7/22
2. 4/21/22
3. 5/9/22
1. ALL AREAS WITHIN THE LIMITS OF 4.
DISTURBANCE NOT SHOWN AS BERMUDA 6.
SOD SHALL RECEIVE SEED AND STRAW.
768

14 8
DATE: 2/25/22
SCALE: AS SHOWN
766 PROJ NUMBER:
013.039
DRAWN BY: JDL
REVIEWED BY:
REVISED BY:

MAGNETIC NORTH
J A E
R L
O D

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

GRAPHIC SCALE
20 0 10 20 40
SHEET NUMBER

( IN FEET )
1 inch = 20 ft. 12.1
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\LND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
CIVIL LAND
ENGINEERING SURVEYING
COA NO. PER 004790 COA NO. LSF 000995

CONSTRUCTION LANDSCAPE
MANAGEMENT ARCHITECT
LAND
PLANNING

SPREAD SPREAD

FALCON DESIGN
CONSULTANTS
STOCKBRIDGE OFFICE
PLANT MATERIAL QUANTITIES SHOWN FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES AND, IF NEEDED, SUBMIT QUESTIONS TO OWNER/OWNER'S REPRESENTATIVE 235 CORP. CTR. DR., STE 200
STOCKBRIDGE, GEORGIA 30281
PRIOR TO BID SUBMITTAL. NO SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR SHALL INCLUDE IN THE BID ALL MATERIAL REQUIRED TO INSTALL PLANT MATERIAL AS Ph (770)389-8666 - Fax (770)389-8656
SHOWN IN PLANTING DETAILS.
NEWNAN OFFICE CUMMING OFFICE
40 GREENWAY CT., STE A 500 PIRKLE FERRY RD., STE C
NEWNAN, GEORGIA 30265 CUMMING, GEORGIA 30040
WELL FORMED TREE WELL FORMED TREE Ph. (770) 755-7978 Ph. (678) 807-7100

HEIGHT HEIGHT
MARK NORTH SIDE OF SPECIES AS SPECIFIED. MARK NORTH SIDE OF SPECIES AS SPECIFIED.
RUBBER HOSE REMOVE DEAD, BROKEN, RUBBER HOSE REMOVE DEAD, BROKEN, www.fdc-llc.com

LEE STREET IMPROVEMENTS
TREE AT NURSERY. TREE AT NURSERY.
ROTATE TREE TO FACE OR RUBBING BRANCHES. ROTATE TREE TO FACE OR RUBBING BRANCHES.
GENERAL NOTES: NORTH AT THE SITE ONE MAIN STEM NORTH AT THE SITE ONE MAIN STEM
WHENEVER POSSIBLE. STRUCTURE. WHENEVER POSSIBLE. STRUCTURE.

1. THE INFORMATION ON THIS PLAN AND PLANT SCHEDULE IS FOR LISTING PURPOSES ONLY AND DOES NOT INDICATE ALL 5 STRAND, 14 GAUGE MULCH RING, 5 STRAND, 14 GAUGE
(OR BETTER), PLASTIC MULCH DEPTH: 3-in (OR BETTER), PLASTIC
SPECIFICATION REQUIREMENTS. FOR COMPLETE DESCRIPTION OF LANDSCAPE MATERIAL REQUIREMENTS, SEE MULCH RING, COATED GALVANIZED MIN. RADIUS: 2.5-ft COATED GALVANIZED
APPROPRIATE DRAWINGS AND TECHNICAL SPECIFICATIONS. MULCH DEPTH: 3-in WIRE WITH TURNBUCKLE WIRE WITH TURNBUCKLE
NO MULCH PERMITTED
MIN. RADIUS: 2.5-ft AND FLAG (3 REQUIRED). AND FLAG (3 REQUIRED).
WITHIN 6-in OF TRUNK
2. QUANTITIES ON LANDSCAPE PLAN ARE MINIMUM ONLY. CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITY TAKE-OFF, NO MULCH PERMITTED 2"x2" P.T. WOOD
2"x2" P.T. WOOD BASE/FLARE AT
STAKE (18" MIN.
AND SHALL PROVIDE ALL PLANT MATERIAL REQUIRED TO FILL PLANT BED AREA AT SPACING INDICATED ON PLANT MATERIAL WITHIN 6-in OF TRUNK

LANDSCAPE PLAN DETAILS
STAKE (18" MIN. ROOTBALL

LOCATED IN:
BASE/FLARE AT LENGTH)
SCHEDULE. LENGTH)
ROOTBALL
3. ALL PLANTING AREAS SHALL BE MULCHED WITH A MINIMUM DEPTH OF THREE (3) INCHES OF PINE STRAW MULCH, UNLESS
INDICATED OTHERWISE. A PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO PLANTING AREAS PRIOR TO MULCH
INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. EXISTING SOILS EXISTING SOILS

4. ALL DISTURBED SITE AREAS SHALL BE SODDED WITH THE EXCEPTION OF PLANTED MULCHED BEDS AND OTHER GRASSING 12" 12"
MEASURES OUTLINED IN EROSION AND SEDIMENT CONTROL PLANS. ALL RIGHT-OF-WAY DISTURBANCE SHALL CONFORM TO
STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. FINISH GRADE
FOLD DOWN WIRE FOLD DOWN WIRE

LAND LOT 61, DISTRICT 12
BASKET OR REMOVE BASKET OR REMOVE FINISH GRADE
TWINE, ROPE AND TWINE, ROPE AND
GENERAL PLANTING NOTES: BURLAP FROM TOP 12"
IN UNDISTURBED SOILS AND PREPARED SOILS,
BURLAP FROM TOP 12"
IN UNDISTURBED SOILS AND PREPARED SOILS,
OF THE ROOTBALL OF THE ROOTBALL
THE PLANTING HOLE SHOULD BE 2 TIMES AS THE PLANTING HOLE SHOULD BE 2 TIMES AS

CITY OF STOCKBRIDGE
WIDE AND NOT DEEPER THAN THE ROOTBALL WIDE AND NOT DEEPER THAN THE ROOTBALL
1. ALL PLANT MATERIAL SHALL CONFORM TO THE SIZE, QUALITY, AND CONDITION STANDARDS OF THE "AMERICAN STANDARDS FOR PLACE ROOTBALL ON OF THE TREE. SIDES SHOULD SLOPE IN PLACE ROOTBALL ON OF THE TREE. SIDES SHOULD SLOPE IN

FOR
UNEXCAVATED OR TOWARDS THE BOTTOM. IN COMPACTED UNEXCAVATED OR TOWARDS THE BOTTOM. IN COMPACTED
NURSERY STOCK" AND WITH ALL OTHER STANDARDS SET FORTH BY THE STATE OF GEORGIA. "PLANT PROTECTION REGULATIONS" SOILS THE PLANTING HOLE SHALL BE AT SOILS THE PLANTING HOLE SHALL BE AT
TAMPED SOIL TAMPED SOIL
SET BY THE GEORGIA DEPARTMENT OF AGRICULTURE, ALONG WITH ALL OTHER STANDARDS SET FORTH BY THE STATE OF GEORGIA. LEAST 3 TIMES AS WIDE AS THE ROOTBALL OF LEAST 3 TIMES AS WIDE AS THE ROOTBALL OF
2 OR 3 TIMES AS WIDE AS THE ROOTBALL OF THE TREE. 2 OR 3 TIMES AS WIDE AS THE ROOTBALL OF THE TREE.
MINIMUM GRADE #1 QUALITY. THE TREE BASED UPON SOIL COMPACTION

FALCON DESIGN CONSULTANTS, LLC. ALL RIGHTS ARE RESERVED. ANY POSSESION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR WRITTEN PERMISSION FROM FALCON DESIGN CONSULTANTS, LLC. IS EXPRESSLY PROHIBITED.
THE TREE BASED UPON SOIL COMPACTION
2. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. AFTER
FLAGGING PLANT LOCATIONS AND PRIOR TO INSTALLATION THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR

CITY OF STOCKBRIDGE
, GEORGIA
PREPARATION NOTES: PREPARATION NOTES:
· TREE SHOULD BE PLANTED NO DEEPER THAN IT WAS GROWING IN THE CONTAINER OR FIELD AND THE · TREE SHOULD BE PLANTED NO DEEPER THAN IT WAS GROWING IN THE CONTAINER OR FIELD AND THE
INSPECTION. TRUNK FLARE SHALL BE VISIBLE ABOVE THE GROUND. TREES WHERE THE TRUNK FLARE IS NOT TRUNK FLARE SHALL BE VISIBLE ABOVE THE GROUND. TREES WHERE THE TRUNK FLARE IS NOT
3. THE CONTRACTOR SHALL REMOVE ALL DEAD WOOD, SUCKERS, AND ALL BROKEN OR DAMAGED BRANCHES IN ACCORDANCE WITH VISIBLE SHALL BE REJECTED. DO NO COVER THE TOP OF THE ROOTBALL WITH SOIL. VISIBLE SHALL BE REJECTED. DO NO COVER THE TOP OF THE ROOTBALL WITH SOIL.
· STAKING IS NOT REQUIRED, BUT IF INSTALLED IT SHALL BE REMOVED NO LATER THAN ONE YEAR · STAKING IS NOT REQUIRED, BUT IF INSTALLED IT SHALL BE REMOVED NO LATER THAN ONE YEAR
THE AAN (AMERICAN ASSOCIATION OF NURSERYMEN) STANDARDS IN ORDER TO PRESERVE THE NATURAL CHARACTER OF THE TREE. AFTER PLANTING. AFTER PLANTING.
· SOIL WITHIN THE OPEN SOIL SURFACE AREA SHALL BE WELL AERATED TO A DEPTH OF EIGHT INCHES. · SOIL WITHIN THE OPEN SOIL SURFACE AREA SHALL BE WELL AERATED TO A DEPTH OF EIGHT INCHES.
4. ALL DISTURBED AREAS SHALL BE SEEDED WITH GRASS OF THE LIKE KIND UNLESS INDICATED OTHERWISE ON PLANS. CONTRACTOR EXCEPT THAT IN TREE PLANTING ISLANDS SURROUNDED BY PAVEMENT, IT SHALL BE AERATED TO A EXCEPT THAT IN TREE PLANTING ISLANDS SURROUNDED BY PAVEMENT, IT SHALL BE AERATED TO A
IS TO PROVIDE A VIGOROUS STAND OF TURF, FREE FROM DISEASE AND/OR WEEDS. DEPTH OF 18 INCHES. DEPTH OF 18 INCHES.
· THE SOIL SHALL CONTAIN AT LEAST 5% ORGANIC MATTER. · THE SOIL SHALL CONTAIN AT LEAST 5% ORGANIC MATTER.
5. ALL PLANTING PITS SHALL BE FREE OF ROCKS, GRAVEL, AND OTHER DEBRIS. ALL PLANTING PITS SHALL BE PREPARED IN · SOIL pH SHALL BE WITHIN THE RANGE OF 5.8 TO 7.0. · SOIL pH SHALL BE WITHIN THE RANGE OF 5.8 TO 7.0.
ACCORDANCE WITH THE PLANTING DETAILS. · TREE ROOTBALL SHALL BE FIBOROUS, WELL STRUCTURED SYSTEM. TREES WITH APPARENT GIRDLING · TREE ROOTBALL SHALL BE FIBOROUS, WELL STRUCTURED SYSTEM. TREES WITH APPARENT GIRDLING
ROOT SYSTEM WILL BE REJECTED AND REQUIRED TO BE REPLACED AT CONTRACTORS EXPENSE. ROOT SYSTEM WILL BE REJECTED AND REQUIRED TO BE REPLACED AT CONTRACTORS EXPENSE.
6. NO SUBSTITUTION OF PLANT SPECIES OR VARIETY SHALL BE MADE WITHOUT PRIOR WRITTEN PERMISSION FROM THE LANDSCAPE
ARCHITECT.
7. BURLAP MATERIAL ON BALLED AND BURLAPPED PLANTS SHALL BE THE TYPE WHICH WILL BIODEGRADE WITHIN TWO YEARS (NO
SYNTHETICS, PLASTIC, NYLON, TREATED OR OTHER NON-NATURAL TYPES WILL BE ALLOWED). AFTER SETTING BALLED AND LARGE TREE PLANTING DETAIL LARGE TREE PLANTING ON SLOPE
BURLAPPED PLANTS IN THE PLANTING PIT, ALL BINDER TWINE SHALL BE CUT AND THE BURLAP REMOVED FROM THE TOP 1/3 OF THE (CALIPER GREATER THAN 2") (CALIPER GREATER THAN 2")
ROOTBALL. N.T.S. N.T.S.
8. ALL SHRUB, GROUNDCOVER, AND SEASONAL COLOR BED AREAS SHALL BE TOP DRESSED WITH A MINIMUM OF 3" OF MULCH. THE
MULCH SHALL BE FREE FROM MOLD, STICKS, CONES, WEEDS AND OTHER DEBRIS. COMPACTION OF THE MULCH SHALL OCCUR
NATURALLY OVER A TWO WEEK PERIOD IN WHICH AT LEAST ONE SIGNIFICANT RAINFALL HAS OCCURRED. ADDITIONAL MULCH SHALL

REVISED PER GSWCC COMMENTS
BE PLACED IN ORDER TO MAINTAIN THE MINIMUM DEPTH UNTIL DATE OF FINAL ACCEPTANCE.
9. ALL EXISTING TURF AND VEGETATION SHALL BE STRIPPED AND REMOVED PRIOR TO THE INSTALLATION OF ANY TURF OR PLANT
MATERIAL. CARE SHALL BE TAKEN WHEN WORKING AROUND OR NEAR PLANTS LABELED ON THE PLAN AS EXISTING TO REMAIN. ALL
EXISTING PLANTS THAT ARE TO REMAIN, IF DAMAGED BY THE CONSTRUCTION, SHALL BE REPLACED BY THE CONTRACTOR AS SOIL AND ROOT PORTION TO BE LEVEL
WITH TOP OF PAVEMENT
DIRECTED BY THE OWNER'S REPRESENTATIVE.

UTILITIES PROTECTION CENTER
REVISIONS
10. BACKFILL MIXTURE SHALL CONTAIN 1/3 BY VOLUME OF AMENDMENT GRADE, FINELY GROUND, AND FULLY COMPOSED PINE OR

1 (800) 282-7411 THROUGHOUT GEORGIA
6" OF EXISTING SOIL EQUALLY MIXED W/ SCREENED

REVISED PER GSWCC COMMENTS

Call before you dig.
TOPSOIL; TAMP DOWN AND DAMPEN PRIOR TO SOD
HARDWOOD BARK. AMENDMENT SHALL BE MIXED THOROUGHLY WITH THE ENTIRE VOLUME OF GOOD SOIL REMOVED FROM THE
INSTALLATION
PLANTING PIT. THIS MIXTURE SHALL BE USED TO BACKFILL AROUND THE ROOTBALL.

Know what's below.
11. ALL PLANT MATERIAL SHALL BE PROPERLY WATERED IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED AT A RATE THAT AFTER INSTALLATION, ROLL SOD

OR DIAL 811
AND WATER THOROUGHLY
WILL COMPLETELY SATURATE THE ENTIRE ROOTBALL REGARDLESS OF WEATHER CONDITIONS. IF THE HEIGHT OF THE ROOTBALL IS
MULCH AREA 1/2" EDGE TO BE SMOOTH, CLEAN,
24", THEN THE PLANT SHALL BE WATERED TO A DEPTH OF 24". AND PARALLE
TREE TO PAVEMENT
12. IF GRASS SEEDING IS PERFORMED AT A TIME THAT IS NOT THE APPROPRIATE PLANTING SEASON, TEMPORARY GRASSES SHALL BE

REVISED PER GSWCC COMMENTS
USED. TEMPORARY GRASSING SHALL BE WINTER (ANNUAL) RYE. THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SEEDING SOD AS SPECIFIED
AND/OR SODDING ALL TURF AREAS AS SPECIFIED ON THE PLAN DURING THE NEXT APPROPRIATE PLANTING SEASON. 1/2"
ROOT BALL PAVEMENT
13. BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES. 6" PREPARED SOIL
14. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL THAT IS FREE OF PESTS AND DISEASES.
15. ALL TREES MUST BE OWN ROOT CLONE-GROWN BALLED AND BURLAPPED (B&B) AS INDICATED IN THE PLANT MATERIAL SCHEDULE.

DATE
1. 4/7/22
16. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED, AND MEET ALL REQUIREMENTS SPECIFIED. 2. 4/21/22
ROOT BALL DETAIL 3. 5/9/22
17. ALL TREES MUST BE INSTALLED AS SHOWN IN THE DETAILS. 5.
N.T.S. UNDISTURBED SUBGRADE
18. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED; ROOT FLARE SHALL NOT BE MULCHED. 8.
19. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE
FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE SOD INSTALLATION DETAIL
CONSTRUCTION. N.T.S.
20. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE DATE: 2/25/22
WORK. SCALE: N/A
21. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTINGS, INCLUDING BUT NOT LIMITED TO, PROJ NUMBER:
013.039
WATERING, SPRAYING, MULCHING, FERTILIZING, ETC. OF PLANTING AREAS & LAWN UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE DRAWN BY: JDL
LANDSCAPE ARCHITECT OR THE OWNER. -
REVIEWED BY:
22. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT REVISED BY:
THE DATE OF FINAL ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE
END OF THE GUARANTEE PERIOD (AS PER DIRECTION OF THE OWNER).
23. THE OWNER AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR
GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED PRIOR TO INSTALLATION.
24. AFTER DELIVERY TO PROJECT SITE, ALL TREES SHALL BE STORED UPRIGHT AND WATERED IF NOT IMMEDIATELY PLANTED.
25. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE
PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE, AND MEETING ALL PLANT
MATERIAL SCHEDULE SPECIFICATIONS.

J A E
R L
O D

THIS DOCUMENT IS NOT VALID UNLESS IT BEARS THE
ORIGINAL SIGNATURE OF THE REGISTRANT
ACROSS THE REGISTRANT'S SEAL.

SHEET NUMBER

12.2
p:\Projects\city of stockbridge\013.039 lee street improvements north of amphitheater\engineering\DWG\LND00.dwg, EArmstrong, Mon, May 09, 2022 - 2:25pm
Estimate 22‐110

SUMMIT CONSTRUCTION & DEVELOPMENT, LLC
2108 BENTLEY DRIVE, STONE MOUNTAIN, GA 30087
Tel (770) 413‐0093 Ext. 804 / Fax (770) 413‐0050
estimating@summitcd.com

PROPOSAL
Date: 9/6/2022
Project: Parking Improvements North Lee Street
Location: Stockbridge GA

To (Company): City of Stockbridge / Falcon Design Consultans Attention: skip Layton
Phone: 770‐560‐6992 Falcon Design Consultants
Email: slayton@fdc‐llc.com

ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL
150‐1000 TRAFFIC CONTROL LS 1 $ 17,900.00 $ 17,900.00
210‐0100 GRADING COMPLETE ‐ LS 1 $ 328,925.00 $ 328,925.00
310-1101 GR AGGR BASE CRS, INCL MATL TN 1069 $ 42.00 $ 44,898.00
RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY,
402‐3130 TN 667 $ 160.00 $ 106,720.00
INCL BITUM MATL & H LIME
413‐0750 TACK COAT GL 983 $ 12.50 $ 12,287.50
432‐5010 MILL ASPH CONC PVMT, VARIABLE DEPTH SY 538 $ 15.00 $ 8,070.00
441‐0104 CONC SIDEWALK, 4 IN SY 1093 $ 54.00 $ 59,022.00
999‐5200 DETECTABLE WARNING SURFACE SF 202 $ 30.00 $ 6,060.00
441‐6216 CONC CURB & GUTTER, 6" X 24", TP 2 LF 2198 $ 25.00 $ 54,950.00
CONCRETE FLUME LF 50 $ 45.00 $ 2,250.00
636‐1033 HWY SIGNS, TP 1 MATL‐REFL SHEETING, TP 9 SF 27 $ 36.00 $ 972.00
636‐2070 GALV STEEL POSTS TP 7 LF 36 $ 15.00 $ 540.00
653‐1501 THERMOPLASTIC SOLID TRAFFIC STRIPE, 5 IN, WHITE LF 2345 $ 2.00 $ 4,690.00
653‐1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 507 $ 2.00 $ 1,014.00
653‐1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 33 $ 12.50 $ 412.50
653‐1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 354 $ 4.50 $ 1,593.00
550‐1180 STORM DRAIN PIPE, 18 IN, H 1‐10 LF 50 $ 68.00 $ 3,400.00
HEADWALL, 18 IN EA 2 $ 2,500.00 $ 5,000.00
OCS ‐ 4' EA 2 $ 18,500.00 $ 37,000.00
FOREBAY CLEANOUT MARKER POST EA 2 $ 2,250.00 $ 4,500.00
161‐1000 EROSION CONTROL LS 1 $ 47,937.50 $ 47,937.50
700‐9000 SOD SY 1811 $ 12.50 $ 22,637.50
TILIA AMERICANA 2" CAL EA 17 $ 650.00 $ 11,050.00
DECORATIVE FENCE LF 51 $ 150.00 $ 7,650.00
MODULAR RETAINING WALL per detail sheet 11.1 SF 161 $ 75.00 $ 12,075.00

Note: The existing retaining walls in the Amphitheater do
not match with the modular block wall indicated on the
plans. The delivery time of the blocks is 15 to 20 weeks.

Total $ 801,554.00
Terms and Conditions:

1. Scope of Work. Contractor agrees to furnish all material, labor, installation, insurance, equipment, and tools required for the prompt and
efficient execution of the work described herein in a professional and workmanlike manner.

2. Quote Amount. Owner agrees to pay Contractor for the strict performance of his work, the sum as indicated above subject to additions and
deductions for changes in the scope of work as may be subsequently agreed upon. Due to current fluctuations in the materials markets, the
proposal price is based upon material pricing as of the proposal date. This proposal price is valid for 30 days.
3. Disclaimer:
Due to the constant fluctuation in material costs and fuel, pricing is subject to change. If completion is delayed as a result of major or
unforeseen circumstances including but not limited to any strike, lockout, shortage of materials, riot, political or civil disturbance, exceptionally
inclement weather, or any variation, act, or omission on the part of the Owner, its representative or any other cause beyond the control of
Summit Construction & Development LLC , then the Owner shall not for such reason have any claim against Summit Construction & Development
LLC whether for damages or otherwise; The Owner agrees to hold Summit Construction & Development LLC harmless and Summit Construction
& Development LLC shall be entitled to a fair and reasonable amount of time for the completion of all works contracted.

4. Payment:
Payment is to be made upon completion of work. There will be a 1.5% finance charge added to unpaid invoices after 30 days of the invoice date
and completion and 18% per annum on the unpaid balance. Customer will be responsible for any fees, legal or otherwise, incurred in the process
of collections of all past due and unpaid invoices.

Exclusions: (This Proposal does NOT include any of the following items)
1. Permit Fees
2. Engineering Services
3. Excavation or Hauling unsuitable soils. Rock excavation, rock breaking or drilling and haul off
4. Any scope of work other than items mentioned in the pricing sheet.
Accepted By:
Signed By:

Ruben Duran Owner:
President
Summit Construction and Development, LLC
Date __09/06/2022__________ Date:
City of Stockbridge
MEETING DATE
AGENDA ITEM
September 27, 2022 FUNDING SOURCE
RESOLUTION GENERAL FUND
ORDINANCE FUND BALANCE
CONTRACT APPROVAL/RENEWAL SPLOST
PUBLIC HEARING TSPLOST
PRESENTATION CDBG
BID SELECTION/AWARD GRANT FUNDING
TASK ORDER COUNCIL INITIATIVE
CHANGE ORDER PARTNER/SPONSOR
BUDGET AMENDMENT DEPARTMENT BUDGET
BUDGET TRANSFER BONDING
PAYMENT APPROVAL ACCOUNT TRANSFER FROM:
OTHER ACCOUNT TRANSFER TO:

PRESENTER: Brecca Carter and Decius T. Aaron

DEPARTMENT: Public Works.

ITEM/PROJECT/EVENT:
Electric charging stations at Amphitheater.

BACKGROUND INFORMATION:
Council consideration to approve the make ready agreement with Georgia Power for electric
charging station at the Amphitheater. Also, to approve the Georgia Powers vendor Stanton
Electric, Inc. to purchase and install the charging stations.

SIGNATURES: FINANCIAL IMPACT N/A
CITY MANAGER ____________________________________ AMOUNT $62,915.00
CITY TREASURER ___________________________________

CITY ATTORNEY ____________________________________ 1
ATTACHMENTS:
GEORGIA POWER COMPANY
ELECTRIC VEHICLE CHARGING MAKE-READY PROGRAM AGREEMENT

This Electric Vehicle Charging Make-Ready Program Agreement (the “Agreement”) is made on
this ____ day of ______________, 202__ (the “Effective Date”), by and between Georgia Power
Company, a Georgia corporation with a mailing address at 241 Ralph McGill Boulevard NE, Atlanta,
Georgia 30308-3374 (“Georgia Power”), and The City of Stockbridge, Georgia, with a mailing address at
4640 North Henry Boulevard, Stockbridge, GA 30281(the “Customer”). Customer and Georgia Power
are referenced collectively as “Parties” and individually as “Party.”

RECITALS

WHEREAS, Georgia Power has received authorization from the Georgia Public Service
Commission to implement the Electrification of Transportation Initiative Program in order to study the
impacts of electric transportation on the electric grid and evaluate associated costs to assist customers in
their transition to electric transportation (the “Make-Ready Program”);

WHEREAS, Customer has expressed a desire to participate in the Make-Ready Program and has
developed a plan in the form attached hereto as Exhibit 3 (the “Customer Plan”);

WHEREAS, Customer’s participation in the Make-Ready Program would allow Customer to offset
certain capital investments that would otherwise be required in order for Customer to install certain
secondary electrical infrastructure necessary to support the Project (as defined in the Customer Plan);

WHEREAS, Georgia Power has solicited proposals for participation in the Make-Ready Program
in order to allow Georgia Power to collect data necessary for the Georgia Public Service Commission and
Georgia Power to properly evaluate the Make-Ready Program;

WHEREAS, Georgia Power has reviewed and accepted the Customer Plan and believes that
Customer’s participation as described therein will be beneficial to the Make-Ready Program;

WHEREAS, Customer owns or is in lawful control of certain real property located at 4650 North
Henry Boulevard, Stockbridge, Ga (the “Premises”);

WHEREAS, Georgia Power has the materials, services, labor, and professional expertise
necessary to install and maintain the ET Infrastructure (as defined below); and

WHEREAS, Georgia Power is willing to install and maintain the ET Infrastructure at the Premises
in the locations specified in the Customer Plan;

NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL PROMISES DESCRIBED IN THIS
AGREEMENT, THE ADEQUACY AND SUFFICIENCY OF WHICH EACH PARTY ACKNOWLEDGES,
EACH OF THE PARTIES AGREES AS FOLLOWS:

1. Delivery and Installation of the ET Infrastructure. Within thirty (30) days of the Effective Date,
Georgia Power will deliver to the Premises the secondary electrical infrastructure and associated
metering equipment that Georgia Power deems reasonably necessary to support the Project, as identified
in Exhibit 1 attached hereto (collectively, the “ET Infrastructure”). For the avoidance of doubt, ET
Infrastructure includes, but is not limited to, secondary electrical infrastructure behind the meter to support
electric transportation equipment charging, and does not include items such as charging devices,
painting, branding, stenciling, network, warranty, or maintenance of charging devices. Customer
acknowledges and agrees that Georgia Power’s collection of data associated with the Project is critical to
the evaluation of the Make-Ready Program and Georgia Power acknowledges that Customer’s
implementation of the Project may be planned to be conducted in one or more phases. Therefore, in
order to permit Georgia Power to obtain sufficient data in support of the Make-Ready Program, within
thirty (30) days of the Effective Date, Customer must select a third-party installer for the installation of ET
Infrastructure from the list of Georgia Power-approved qualifed vendors identified in Exhibit 2 attached
hereto. Further, within sixty (60) days of selection of the third-party installer, Customer must issue a
notice to proceed for installation of at least the “Initial Phase” of the Project as idenitfied in the Customer
Plan. The ET Infrastructure will be installed at the Premises in the locations identified in the Customer
Plan, and will be incorporated behind the meter within portions of Customer’s electrical system. Following
installation of the ET Infrastructure, Customer must continue implementation of any remaining phases of
the Project plan in accordance with the Customer Plan. Georgia Power retains all rights, title, interest,
and ownership in and to the ET Infrastructure. Customer will not obtain any ownership or security interest
in the ET Infrastructure, nor will the ET Infrastructure be considered a fixture attaching to Customer’s
Premises.

2. Performance and Cooperation; Grant of License to Georgia Power.

a. Customer acknowledges and agrees that Georgia Power may use its own
employees or may contract with one or more independent contractors to perform the work
contemplated to be performed by Georgia Power in this Agreement (collectively, “Georgia
Power’s Services”). Customer hereby grants to Georgia Power and its contractors, agents, and
representatives the right and license to enter the Premises at any time to perform any activity
related to Georgia Power’s Services, including the right to access the Premises with vehicles,
equipment, or other tools, and to access electrical systems located at the Premises, and to
survey, dig, or excavate, in order to: (a) install and connect equipment or provide service; (b)
inspect, maintain, test, replace, repair, disconnect, or remove equipment; (c) install additional
equipment or devices on the ET Infrastructure; and (d) conduct any other activity reasonably
related to Georgia Power’s Services or the ET Infrastructure. Customer represents and warrants
that it has the right to enter into this Agreement, to grant the license contemplated herein, and to
permit Georgia Power to provide Georgia Power’s Services including, if applicable, express
written authority from all Premises owners, and any other person or entity having rights in the
Premises. Each of the the Parties agrees to use its best efforts to coordinate and cooperate in
connection with all activities under this Agreement. If Customer does not grant Georgia Power
reasonable access to the Premises, then Georgia Power may deenergize the ET Infrastructure
until such access is granted. Georgia Power will work closely with Customer to minimize
unreasonable interference with Customer’s operations at the Premises.

b. Subject to the other terms and conditions of this Agreement, during the Term,
Georgia Power reserves the exclusive right, in its sole discretion, to perform regular inspections,
routine maintenance, and other activities related to monitoring, operating, maintaining, or
managing of the ET Infrastructure (e.g., meter reading, inspection, testing, routine repairs,
replacement, maintenance, vegetation management, emergency work, etc.) (and such activities
are included within the definition of “Georgia Power’s Services”). ET Infrastructure may be
removed, substituted, or replaced by Georgia Power at any time. Customer will not be
responsible for the cost associated with Georgia Power’s Services.

c. Customer is prohibited from using, accessing, or operating the ET Infrastructure
for any other purpose, including: (i) accessing or operating components of the ET Infrastructure,
(ii) connecting, disconnecting, or interrupting electric service to the ET Infrastructure, and (iii)
performing any other operational, maintenance, repair, replacement, removal, or similar activities
on or to the ET Infrastructure.

3. Costs. Georgia Power will be responsible for any costs associated with the initial installation of
the ET Infrastructure and the provision of Georgia Power’s Services. Damage to the ET Infrastructure
arising from or in connection with Customer’s actions will be covered under Section 13 (Risk Allocation) of
this Agreement.

4. Duty to Notify. Customer must promptly notify Georgia Power when Customer becomes aware of
any unsafe, inoperable, or damaged ET Infrastructure.
5. Permission to Use Data. Customer hereby grants Georgia Power unrestricted access and use of
all data collected by the ET Infrastructure. Customer agrees to allow Georgia Power, its agents and
representatives to use data gathered as part of the Make-Ready Program for use in regulatory reporting,
ordinary business use, industry forums, case studies, or other similar activities, in accordance with
applicable laws and regulations.

6. Electric Transportation Requirement. Customer acknowledges and agrees to refrain from any
participation in this Agreement, if such participation would serve as a contribution or offset against any
federal, state, or local mandate, obligation, or expectation to provide electric transportation equipment or
infrastructure.

7. Default. Customer will be in default of its obligations under this Agreement, if Customer: (i) fails
to timely fulfill its obligations under Section 1 (Delivery and Installation of the ET Infrastructure); (ii)
purports to terminate this Agreement without proper notice and prior to the end of the then-current Term;
or (iii) breaches any other material term, warranty, covenant, or representation of this Agreement.
Georgia Power’s waiver of a past or concurrent default will not waive any other default. If a default
occurs, Georgia Power may: (a) immediately terminate this Agreement; or (b) seek any available remedy
provided by law. Upon a termination for default by Customer, Customer must pay Georgia Power the
costs and expenses for removal of the ET Infrastructure and actual costs for losses incurred by Georgia
Power on behalf of its ratepayers, such as prorated costs of ET Infrastructure, site design, and
installation.

8. Term and Termination. The “Initial Term” of this Agreement expires on the anniversary of the
Effective Date. After the Initial Term, this Agreement will automatically renew on an annual basis for ten
(10) years or until terminated by either Party by providing written notice of intent to terminate to the other
Party (in accordance with Section 8 (Customer Removal or Termination) below) at least ninety (90) days
before the desired termination date. The Initial Term and any renewal term are collectively the “Term.” If
the Customer elects to terminate this Agreement prior to the ninth (9th) renewal term, the Customer must
pay Georgia Power an amount equal to value of the ET infrastructure as prorated on a straight-line basis.

9. Customer Removal or Termination. Should Customer desire to terminate this Agreement or
require removal of the ET Infrastructure or parts thereof prior to the expiration of the Initial Term,
Customer must bear the full cost and sole expense of such removal, site design, and installation, as well
as the amounts described in Section 8 above. Customer may, at any time during the Term, request from
Georgia Power the projected and final costs that would be associated with such termination or removal
request. After the Initial Term, if Customer requests to terminate this Agreement pursuant to this
Section 9, Georgia Power must deenergize the ET Infrastructure and abandon the conduit in place, and
Georgia Power will bear the full cost of such work.

10. Conveyance of the Premises. Should Customer convey the Premises to a third party prior to
expiration of the Initial Term, Customer is required to assign this Agreement to the purchasing third party,
and the purchasing third party must assume Customer’s obligations under this Agreement, on terms
reasonably acceptable to Georgia Power. If Customer does not assign this Agreement to the purchasing
third party or if the purchasing third party does not accept an assignment and assume all obligations
under the Agreement, Customer will be deemed to have terminated this Agreement prior to the expiration
of the Initial Term as contemplated in Sections 7 (Default) and 9 (Customer Removal or Termination). In
such event, Customer will bear the full cost and sole expense for removal of the ET Infrastructure, if
removed, as well as actual costs, as circumstances may dictate, for losses incurred by Georgia Power on
behalf of its ratepayers, such as the depreciated (on a straight line basis) costs of ET Infrastructure, site
design, and installation. Customer may, at any time during the Term, request from Georgia Power the
projected and final costs that would be associated with terminating this Agreement.

11. Georgia Security, Immigration, and Compliance Act. Customer is a “public employer” as defined
by O.C.G.A. § 13-10-91 and this is a contract for physical performance of services in Georgia.
Compliance with O.C.G.A. § 13-10-91 is a condition of this Agreement and is mandatory. Georgia Power
will provide to Customer a contractor’s affidavit for Georgia Power’s Services as required by O.C.G.A. §
13-10-91. If Georgia Power employs any subcontractor in connection with installation of ET Infrastructure
under this Agreement, Georgia Power also will secure from each subcontractor an affidavit attesting to
compliance with O.C.G.A. § 13-10-91.

12. Disclaimer; Damages. Georgia Power makes no covenant, warranty, or representation of any
kind (including warranty of fitness for a particular purpose, merchantability, or non-infringement) regarding
Georgia Power’s Services or the ET Infrastructure. Customer waives any right to consequential, special,
indirect, treble, exemplary, incidental, punitive, loss of business reputation, interruption of electric service,
or loss of use (including loss of revenue, profits, or capital costs) damages in connection with the loss or
interruption of electric service, the ET Infrastructure, or Georgia Power’s Services or arising from damage,
hindrance, or delay involving Georgia Power’s Services, the ET Infrastructure, or this Agreement, whether
or not reasonable, foreseeable, contemplated, or avoidable. Customer is solely responsible for safety of
the Premises; Customer agrees that Georgia Power has no obligation to ensure safety of the Premises
and that Georgia Power has no liability for any personal injury, real or personal property damage or loss,
or negative impact to Customer or any third party that occurs at the Premises.

13. RISK ALLOCATION. Each party will be responsible for its own acts and the results of its acts,
except as otherwise described in this Agreement.

14. LIMITATION OF CUSTOMER REMEDIES. CUSTOMER ACKNOWLEDGES THAT GEORGIA
POWER’S SERVICES ARE NOT ESSENTIAL TO CUSTOMER’S BUSINESS INTERESTS OR
OPERATIONS AND AGREES THAT CUSTOMER’S REMEDIES UNDER THIS AGREEMENT ARE
LIMITED TO ACTUAL AND DIRECT DAMAGES. ACCORDINGLY, CUSTOMER WAIVES ANY RIGHT
TO: (A) INDIRECT, REMOTE, CONSEQUENTIAL, INCIDENTAL, TREBLE, PUNITIVE, AND
EXEMPLARY DAMAGES, AND (B) DAMAGES RELATED TO LOST PROFITS, LOST REVENUE, AND
LOSS OF BUSINESS REPUTATION, REGARDLESS OF WHETHER THE AFOREMENTIONED
DAMAGES ARE FORESEEABLE OR UNFORSEEABLE. THE LIMITATION OF REMEDIES IN THIS
SECTION WILL APPLY TO THE FULLEST EXTENT PERMITTED BY LAW.

15. CUSTOMER LIABILITY. WHILE ET INFRASTRUCTURE REMAINS ON CUSTOMER’S
PREMISES, CUSTOMER IS SOLELY RESPONSIBLE FOR THE RISK OF ET INFRASTRUCTURE
LOSS AND DAMAGE TO ET INFRASTRUCTURE TO THE EXTENT ARISING FROM OR IN
CONNECTION WITH CUSTOMER’S ACTIONS. ACCORDINGLY, CUSTOMER WILL REIMBURSE
GEORGIA POWER FOR ALL COSTS OF SUCH LOSS OR DAMAGE AS WELL AS THE RELATED
COSTS OF ET INFRASTRUCTURE REPAIR, MAINTENANCE, OR REPLACEMENT ARISING FROM
CUSTOMER’S ACTIONS.

16. Notices. All notices and other communications between the Parties must be in writing and will be
deemed to have been duly given only when delivered: (a) in person, (b) after posting in the United States
mail having been sent registered or certified mail return receipt requested, postage prepaid, (c) by a
nationally recognized overnight delivery service, or (d) by email (in each case in this clause (d), solely if
receipt is confirmed), to the address indicated below or to such other address or addresses as either
Party may from time to time designate in writing in a notice delivered in accordance with this Section 14.

Georgia Power: Customer:
Georgia Power Company City of Stockbridge, GA
BIN 10215 4640 North Henry Boulevard
241 Ralph McGill Boulevard Stockbridge, GA 30281
Atlanta, Georgia 30308-3374 Attn: Brecca Johnson
Attn: Electric Transportation Manager Email:
Email:

17. Casualty. If all or any portion of the ET Infrastructure on the Premises are damaged or destroyed
by fire or other casualty which materially and adversely affects the operation of the ET Infrastructure (any,
a “Casualty”), either Party will have the right to terminate the Agreement by written notice to the other
Party within fourteen (14) days after the Casualty, in which event the Agreement will terminate on the
date that is ten (10) days after the date of the termination notice, and Georgia Power may elect to remove
from the Premises or abandon in place the ET Infrastructure in its sole discretion.

18. No Partnership. This Agreement will not be construed as creating a partnership, joint venture,
agency relationship, franchise, or association, nor will this Agreement render Georgia Power and
Customer liable as partners, co-venturers, or principals.

19. Assignment. Except as contemplated in Section 10 above, Customer may not assign this
Agreement without the prior written consent of Georgia Power. Any assignment by Customer in violation
of this provision will be null and void. Georgia Power may assign this Agreement to one or more of its
affiliates or to any successor to the business or assets of Georgia Power. Subject to the foregoing, this
Agreement will be binding upon and inure to the benefit of the Parties hereto and each such Party’s
respective permitted successors and assigns. Each of Georgia Power’s affiliates, successors, and
assigns will have full rights to enforce the restrictive covenants set forth in this Agreement.

20. Changes. Georgia Power may initiate changes to the Make-Ready Program as necessary to
comply with Georgia Public Service Commission directives or other comments. Georgia Power will
endeavor to provide Customer with advance notice of any such changes. Subject to Section 9 (Customer
Removal or Termination), Customer may opt out of the Make-Ready Program by providing Georgia
Power with ninety (90) days written notice.

21. Compliance with Laws. Each Party must comply with all applicable laws and regulations in its
performance of this Agreement.

22. Governing Law and Jurisdiction. This Agreement will be governed by and construed in all
respects according to the laws of the State of Georgia. In the event of any dispute or claim related to this
Agreement, any lawsuit or other legal action or proceeding will be filed in either a state or federal court
sitting in Atlanta, Georgia.

23. Interpretation. Any reference in this Agreement to the singular includes the plural where
appropriate, and any reference in this Agreement to the masculine gender includes the feminine and
neuter genders where appropriate. In this Agreement: (i) ”include(ing)” means “include, but are not
limited to” or “including, without limitation”; (ii) ”or” means “either or both” (“A or B” means “A or B or both
A and B”); (iii) ”e.g.” means “for example, including, without limitation”; and (iv) ”written” or “in writing”
includes email communication.

24. Severability. If a court of competent jurisdiction determines that any provision of this Agreement
is unlawful and unenforceable, that determination will not affect any other provision of this Agreement,
and this Agreement and all remaining provisions will continue in full force and effect to the extent
permitted by law.

25. Entire Agreement; Waiver; Modification; Counterpart Signatures. This Agreement constitutes the
entire agreement between the Parties hereto with respect to the subject matter hereof and supersedes all
other prior agreements and understandings, both written and oral, between the Parties with respect to the
subject matter hereof. No provision of this Agreement may be modified or waived except in writing signed
by Customer and a duly authorized representative of Georgia Power. If it is determined by a court of
competent jurisdiction that any restrictive covenant set forth in this Agreement is unenforceable, it is the
intent of the Parties that such restriction be modified by the court to render it enforceable to the maximum
extent permitted by law. This Agreement may be executed in multiple counterparts, each of which will
constitute an original, but all of which taken together will constitute one and the same agreement.

[Signatures Appear on the Following Page]
IN WITNESS WHEREOF, each of the Parties has executed this Electric Vehicle Charging Make-Ready
Program Agreement by signing of its own free will, intending to be bound as of the Effective Date.

“Georgia Power”:

GEORGIA POWER COMPANY

Signature

Printed Name and Title

“Customer”:

City of Stockbridge, GA

Signature

Printed Name and Title
Exhibit 1

ET Infrastructure
Exhibit 2

Authorized Installers
Exhibit 3

Customer Plan
Exhibit 4

Easement
4850 Spout Springs Road Estimate
Buford, GA 30519
Date Estimate #

9/14/2021

Send to:

City of Stockbridge
4640 North Henry Boulevard
Stockbridge, GA 30281

Project

Stockbridge Amphitheater

Description Total
Proposal for City of Stockbridge - Stockbridge Amphitheater EV 4650 North Henry Blvd

Bolt down price for installation of five ChargePoint dual network stations in new parking lot.

Price based on the following narrative:
* 40 amp circuits for charging stations installed under separate contract
* Installation of charging stations, custom branding, parking treatments, wheelstops and signs
included (ten spaces)

Price includes:
* Charging stations (five CT4021-GW1) and freight 32,100.00
* Install parts and labor 9,000.00
* Five years Assure warranty 10,605.00
* Five years network service 11,210.00
* Tax exempt 0.00

Please note that signature and deposit required to order equipment and schedule installation.

* Signature of acceptance: ________________________________ Date: ___________

* A deposit invoice for $55,000 will be issued upon receipt of signed acceptance.

Thank you for this opportunity. Total $62,915.00

Phone # Fax # E-mail

770-904-6492 770-904-4866 jerry@stantonelectric.com
