26-012, Strickland Street Pedestrian Improvements Project

CONSTRUCTION DOCUMENTS FOR:
CITY OF FAIRBURN
STRICKLAND STREET PEDESTRIAN IMPROVEMENTS
CITY OF FAIRBURN, FULTON COUNTY GA, 30213
DATE 04/02/2026
OWNER/DEVELOPER
OWNER CONTACT (24-HR): DEVELOPER:
MR. LESTER THOMPSON CITY OF FAIRBURN
PHONE (770) 964-2244 (EXT. 306) 26 W. CAMPBELLTON ST.
LTHOMPSON@FAIRBURN.COM FAIRBURN, GEORGIA 30213
DESIGN TEAM
PROJECT SITE
POND AND COMPANY
PROJECT MANAGER:
3500 PARKWAY LANE SUITE 500
KEVIN THOMAS, PLA
PEACHTREE CORNERS, GA 30092
KEVIN.THOMAS@PONDCO.COM
PHONE (678) 336-7740
FAX (678) 336-7744
WEB: WWW.PONDCO.COM
IT IS THE OWNER'S/DEVELOPER'S RESPONSIBILITY TO BE IN
COMPLIANCE WITH APPLICABLE NATIONAL POLLUTION DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT AND CLEAN WATER ACT
REQUIREMENTS.
VICINITY MAP
SCALE: NTS
COVER SHEET
C-001
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
100-G\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
D
DPR SEAL
CLIENT INFORMATION
PROJECT NAME
Sheet List Table
STRICKLAND
E
L D Sheet Number Sheet Title
E
R
S STREET
T C-001 COVER SHEET
C
G-001 GENERAL NOTES LEGENDS AND ABREVIATIONS PEDESTRIAN
CQ101 SUMMARY OF QUANTITIES
IMPROVEMENTS
CX100 OVERALL SITE PLAN
CD101 SITE DEMOLITION - PLAN ENLARGEMENT
CD102 SITE DEMOLITION - PLAN ENLARGEMENT
STRICKLAND STREET
CS101 SITE PLAN ENLARGEMENT
FAIRBURN, GA
CS102 SITE PLAN ENLARGEMENT
30213
T C-501 CONSTRUCTION DETAILS
S
D C-502 CONSTRUCTION DETAILS
N
A C-503 CONSTRUCTION DETAILS
L
K CE001 EROSION AND SEDIMENT CONTROL NOTES
C DRAWING ISSUE
O R I CE002 EROSION AND SEDIMENT CONTROL NOTES
R
C T H S EROSION AND SEDIMENT CONTROL PLAN -
A
R CE101
D
S ENLARGEMENT
T
EROSION AND SEDIMENT CONTROL PLAN -
CE102
ENLARGEMENT
T
S CE501 EROSION AND SEDIMENTATION CONTROL DETAILS
D
A
O
R CE502 EROSION AND SEDIMENTATION CONTROL DETAILS
B
W
N PROJECT DESCRIPTION: CE503 EROSION AND SEDIMENTATION CONTROL DETAILS
THE INSTALLATION OF A CONCRETE SIDEWALK WITH A BEAUTY STRIP
ALONG THE WEST SIDE OF STRICTLAND STREET FROM SPRING STREET
TO ELDER STREET. NEW ADA RAMPS AND TEXTURED CROSSWALKS
WILL ALSO BE INSTALLED.
B
DISTURBED AREA:
0.786 ACRES
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

LIMITS OF DISTURBANCE
1' CONTOUR
35 5' CONTOUR
STORM DRAIN PIPE
SURFACE FLOW DIRECTION
SPOT ELEVATION
RIP RAP
SS
F
WATER METER
WATER VALVE
G GAS LINE
GV GAS VALVE
~ OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC UE
T COMMUNICATION MANHOLE
TRANSFORMER
POWER POLE
LIGHT POLE
S
NOTE: WITH ALL EROSION, SEDIMENTATION AND POLLUTION
CIVIL ABBREVIATIONS EXISTING NEW DESCRIPTION
CONTROL AND STORMWATER POLLUTION PREVENTION
1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS PRVT PRIVATE
REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS,
PROJECT. @ AT PROP PROPOSED DEMOLISH AND REMOVE
SPECIFICATIONS, AND PERMITS.
N/A
& AND PSI POUND PER SQUARE INCH EXISTING ASPHALT AND
SHEET NAMING CONVENTION 15. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT DIAMETER PSUS PALMETTO STATE UTILITY SERVICES CONCRETE PAVEMENT
PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL AC ACRES PVC POLYVINYL CHLORIDE
OR BETTER CONDITION PRIOR TO THE COMPLETION OF THE N/A DEMOLISH SITE UTILITY
C-001 ADS ADVANCED DRAINAGE SYSTEMS PVI POINT OF VERTICAL INTERSECTION
PROJECT. A.K.A. ALSO KNOWN AS PVMT PAVEMENT
N/A X DEMOLISH SITE FEATURE
16. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, APPROX. APPROXIMATE R RADIUS
TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS ASTM AMERICAN SOCIETY FOR TESTING OF MATERIALS RCP REINFORCED CONCRETE PIPE N/A LOD LOD
2 DIGIT DESCIPLINE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ATFP ANTI-TERRORISM/FORCE PROTECTION RD UNDERGROUND ROOF DRAIN 3 33
DESIGNATOR ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND AWWA AMERICAN WATER WORKS ASSOCIATION RECP ROLLED EROSION CONTROL PRODUCT
(IF ONLY ONE LETTER IS USED, THE SECOND SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE BLDG. BUILDING R/W RIGHT-OF-WAY 5
LETTER IS REPLACED REGULATORY AGENCY. BC BACK OF CURB S SOUTH DOUBLE WING CATCH BASIN
WITH A DASH "-" AS A
PLACEHOLDER)** 17. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, BFP BACKFLOW PREVENTER SD STORM DRAIN N/A DI DROP INLET
SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE BMP BEST MANAGEMENT PRACTICE SDWK SIDEWALK
N/A FLARED END SECTION
1 DIGIT SHEET TYPE DESIGNATOR 2 DIGIT SEQUENTIAL # (01-99) RESPONSIBILITY OF THE CONTRACTOR. BOW BOTTOM OF WALL AT FINISHED GRADE SF SQUARE FEET
0 - GENERAL (FIRST DIGIT INDICATES PLAN B.S. BOTTOM OF STAIR (LAST TREAD) SN SIGN N/A GI GRATE INLET
18. PROTECT ALL EXISTING FEATURES AND EXISTING
1 - PLANS TYPE. SECOND DIGIT INDICATES
2 - PROFILES FLOOR) LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED BSTP TELEPHONE PEDESTAL S.R. STATE ROUTE N/A JB JUNCTION BOX
3 - SECTIONS DURING THE PERFORMANCE OF THE WORK WILL BE BVCE BEGINNING VERTICAL CURVE ELEVATION SS SANITARY SEWER
4 - ENLARGED PLANS
RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH BVCS BEGINNING VERTICAL CURVE STATION SSMH SANITARY MANHOLE
5 - DETAILS
6 - SCHEDULES AND DIAGRAMS NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL CL CENTERLINE STA. STATION N/A
UNDERGROUND ROOF DRAIN PIPE
7 - USER DEFINED TAKE PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS CB CATCH BASIN STD STANDARD
8 - USER DEFINED
WHICH WILL REMAIN. C&G CURB AND GUTTER STRUC. STRUCTURE N/A 9 - 3D VIEWS (ISO, PERSPECTIVES,
PHOTOS) C.O. CLEAN OUT TBM TOPOGRAPHY BENCH MARK 19. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION ELEV ELEV
CONTROL MEASURES DAILY AND DURING PROLONGED COR CONTRACTING OFFICER'S REPRESENTATIVE TEMP. TEMPORARY
N/A DRAINAGE SWALE
PERIODS OF CONTINUOUS RAINFALL EVENTS TO ENSURE CF CUBIC FEET TOS TOP OF SLAB
GENERAL CIVIL NOTES N/A
THAT ALL CONTROLS ARE FUNCTIONING PROPERLY. CFS CUBIC FEET PER SECOND T.S. TOP OF STAIR (LAST TREAD)
DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF C.I. CAST IRON TYP TYPICAL
SS SANITARY SEWER LINE - GRAVITY
1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, THE WORKDAY. CJ CONTRACTION JOINT TOW TOP OF WALL
STATE AND FEDERAL REGULATIONS APPLICABLE TO CONC. CONCRETE UDP UNIFIED DEVELOPMENT PLAN S S SANITARY SEWER MANHOLE
20. EACH SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION OF THIS SITE. CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL CMP CORRUGATED METAL PIPE VCP VITRIFIED CLAY PIPE CO SANITARY SEWER CLEANOUT
2. EXISTING CONDITION INFORMATION SHOWN IS FROM A SET TO BEST ENSURE PROPER INTERPRETATION. CPP CORRUGATED PLASTIC PIPE W/ WITH
WATER MAIN - FIRE
COMBINATION OF GIS AND A FIELD VISIT BY POND. CY CUBIC YARDS WM WATER METER W
21. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT PROTECTION
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DI DROP INLET WOS WATERS OF THE STATE
SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT
NOTIFY CITY OF ANY DISCREPANCIES. DIA. DIAMETER WV WATER VALVE W W WATER MAIN - DOMESTIC
APPLY TO THAT SHEET.
D.I. DROP INLET B&B BALLED AND BURLAPPED
3. ALL REQUIRED EROSION AND SEDIMENT CONTROL
M
DIP DUCTILE IRON PIPE CAL CALIPER
MEASURES SHALL BE PROVIDED, INSTALLED, AND
MAINTAINED AS SHOWN ON THE APPLICABLE EROSION, GENERAL CIVIL DEMOLITION DOT DEPARTMENT OF TRANSPORTATION N/A POST INDICATOR VALVE
SEDIMENTATION AND POLLUTION CONTROL PLANS DWG DRAWING
CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS. NOTES E EASTING
FIRE DEPARTMENT
EISA ENERGY INDEPENDENCE SECURITY ACT N/A
4. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS AND CONNECTION
EJ EXPANSION JOINT
DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL 1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS
CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS ELEV. ELEVATION FIRE HYDRANT
REQUIREMENTS. TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF EOI END OF INFORMATION N/A REDUCER
NEW WORK, WHICHEVER IS APPLICABLE. EP EDGE OF PAVEMENT
5. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES N/A EQUIP EQUIPMENT
AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH 2. EROSION AND SEDIMENTATION CONTROL MEASURES AND
ESMT EASEMENT N/A
WITH FINISHED GRADES, UNLESS NOTED OTHERWISE. TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE
EVCE ENDING VERTICAL CURVE ELEVATION N/A
PRIOR TO COMMENCEMENT OR CONCURRENT WITH
6. ALL NEW SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH EVCS ENDING VERTICAL CURVE STATION
DEMOLITION. E EXISTING, WITH NO PONDING OF STORMWATER, UNLESS
EW EACH WAY
NOTED OTHERWISE. 3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL EX EXISTING UC N/A UNDERGROUND
NETWORK OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMUNICATION
7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO FDC FIRE DEPARTMENT CONNECTION
COMMENCEMENT OF WORK. THIS WORK MUST BE
ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY N/A
PERFORMED BY A LICENSED & REGISTERED GEORGIA LAND
AND TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FES FLARED END SECTION
SURVEYOR. FO N/A UNDERGROUND FIBER OPTIC
FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED FFE FINISHED FLOOR ELEVATION
DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE. 4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH FH FIRE HYDRANT
CONTRACTOR'S SCHEDULE, LOGISTICS PLAN, EROSION,
8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, FKA FORMERLY KNOWN AS N/A # NUMBER OF PARKING SPACES
SEDIMENTATION AND POLLUTION CONTROL PLAN PRIOR TO
COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO FOM FIBER OPTICS MARKER
N/A
WORK.
CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL FT. FEET
N/A
DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR 5. ALL TEMPORARY FENCING, TRASH, AND LITTER TO BE FULLY G GAS
TO STARTING CONSTRUCTION. DEMOLISHED AND REMOVED FROM SITE (TO A LEGAL G.A.B. GRADED AGGREGATE BASE X X X X X X X X CHAINLINK FENCE
9. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN LANDFILL). GAL GALLON 18"P N/A TREE
ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC 6. A DEMOLITION PERMIT IS REQUIRED. GP GUARD POST
N/A SF SILT FENCE
CONTROL DEVICES" (MUTCD), LATEST EDITION. GV GATE VALVE
HDPE HIGH-DENSITY POLYETHYLENE N/A TPF TREE PROTECTION FENCE
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
GENERAL NOTES HP HIGH POINT / DRAINAGE DIVIDE SIGN
COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH
HW HEADWALL
THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN N/A HEADWALL 1. CONTRACTOR SHALL CALL DEVELOPMENT INSPECTIONS TO HYD HYDRANT
CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR
SCHEDULE A PRE CONSTRUCTION MEETING PRIOR TO THE ICV IRRIGATION CONTROL VALVE N/A JUNCTION BOX
SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WITH
START OF ANY CONSTRUCTION.
I.E. INVERT ELEVATION
CONSTRUCTION. W N/A MONITORING WELL
2. NOTIFY INSPECTOR 24 HOURS BEFORE BEGINNING OF EVERY IPF IRON PIN FOUND
11. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE
PHASE OF CONSTRUCTION. INV. INVERT N/A MAIL BOX
STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.
IPS IRON PIN SET
EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF 3. NO OUTSIDE STORAGE PROPOSED. THIS INCLUDES SUPPLIES, N/A UD UNDER DRAINS
EQUIPMENT, VEHICLES, PRODUCTS, ETC. IN. INCH
OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH
JB JUNCTION BOX SPOT ELEVATION
ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 4. NATURAL VEGETATION SHALL REMAIN ON THE PROPERTY
L LENGTH
UNTIL ISSUANCE OF A DEVELOPMENT PERMIT. NO INTERIM PROPERTY LINE
12. UTILITIES INDICATED SHALL BE CONSTRUCTED IN LEV
LOW EMISSION VEHICLE
LAND DISTURBANCE PERMITS SHALL BE ISSUED. GENERAL
ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LF
LINEAR FEET
SPECIFICATIONS. GRADING SHALL BE AS INDICATED, AND 5. REMOVAL OF CONSTRUCTION DEBRIS FOR DISPOSAL IN A LP NOTES
LOW POINT
SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF LANDFILL, IF DEEMED TO BE REQUIRED BY THE CITY OR LVC
LENGTH OF VERTICAL CURVE
LEGENDS AND
WATER, READY TO RECEIVE PLANTING MATERIALS OR COUNTY, SHALL BE PERFORMED BY APPROVED HAULERS. M
METER
GRASSING.
6. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND. MAX. MAXIMUM ABREVIATIONS
13. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO M.E.
MATCH ELEVATION 7. ALL WORK REPRESENTED IN THESE CONSTRUCTION
ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN MECH
MECHANICAL
DOCUMENTS ARE TO BE DESIGNED AND WILL BE
HAND BEFORE BEGINNING ANY CONSTRUCTION. NO MH
CONSTRUCTED TO FULLY COMPLY WITH ALL NECESSARY MANHOLE
CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN MIN.
CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND MINIMUM
UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY MNS
ORDINANCES. ACTUAL FIELD CONDITIONS COULD DICTATE MAGNETIC NAIL SET
OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND
MON
MORE STRINGENT REQUIREMENTS IF DEEMED NECESSARY MONUMENT
ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,
MUTCD
BY THE COUNTY INSPECTOR. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
STOP WORK ORDERS OR ADDITIONAL WORK RESULTING
N NORTHING G-001
FROM THE CONTRACTOR BEING IN VIOLATION OF THE 8. CONTRACTOR SHALL RESTORE ROADWAY SHOULDERS TO
N/A
NOT APPLICABLE
REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE PRE-DISTURBED OR BETTER CONDITION IF NECESSARY.
N/F
NOW OR FORMERLY
CONTRACTOR.
NIC
NOT IN CONTRACT
14. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE
ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
100-G\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
D
DPR SEAL
CLIENT INFORMATION
PROJECT NAME
STRICKLAND
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
FAIRBURN, GA
30213
DRAWING ISSUE
B
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
101QC\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
GENERAL SHEET NOTES
1. REFER TO SHEETS G-001 FOR LEGENDS, ABBREVIATIONS, 3500 Parkway Lane
Suite 500
AND CIVIL NOTES.
Peachtree Corners
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
Georgia 30092
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
Copyright (C) 2024 by Pond & Company. All rights
SET TO BEST ENSURE PROPER INTERPRETATION. reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
3. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED
PRIOR TO START OF CONSTRUCTION.
D
4. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS
THROUGHOUT ALL PHASES OF CONSTRUCTION.
DPR SEAL
5. PROTECT EXISTING TREES THROUGHOUT ALL PHASES OF
CONSTRUCTION.
6. REFER TO CD SERIES FOR ENLARGED DEMOLITION PLANS..
7. REFER TO CS SERIES FOR ENLARGED SITE PLANS.
8. REFER TO CE SERIES FOR ENLARGED EROSION AND
SEDIMENT CONTROL PLANS.
9. DECORATIVE CROSSWALK TO MATCH CITY STANDARDS
FROM DOWNTOWN STREETSCAPE IMPROVEMENTS.
CLIENT INFORMATION
CROSSWALK TO BE HOT SYNTHETIC PATTERNED TEXTURED
PAVING BY TRAFFIC MANAGEMENT USA. CONTRACTOR TO
COORDINATE WITH THE CITY FOR EXACT SPECIFICATION AND
INSTALLATION DETAIL.
10. LIGHT POLES TO MATCH CITY STANDARD FROM DOWNTOWN
STREETSCAPE IMPROVEMENTS. SEE CITY PROVIDED MODEL
SPECS ON C-503. CONTRACTOR TO CONFIRM MAKE, MODEL,
PROJECT NAME
AND COLOR OF LIGHT POLES WITH CITY PRIOR TO
PURCHASING. CONTRACTOR TO COORDINATE WITH CITY RE:
STRICKLAND
EXISTING POWER TO TIE INTO.
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
NOTE: THE CONTRACTOR ACKNOWLEDGES THAT THESE QUANTITIES ARE NOT FAIRBURN, GA
INTENDED TO SPECIFICALLY IDENTIFY ALL POSSIBLE PERMANENT AND/ OR 30213
TEMPORARY COMPONENTS, INCLUDING LABOR REQUIRED TO SUCCESSFULLY BID
AND COMPLETE THE PROJECT. ACCORDINGLY, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO PROVIDE A COMPREHENSIVE TOTAL COST TO COMPLETE THE
ENTIRE PROJECT AS REPRESENTED IN THE PLANS AND SPECIFICATIONS, WITHIN
DRAWING ISSUE
THESE UNIT PRICES. IF THE CONTRACTOR FEELS THERE IS A DISCREPANCY IN THE
UNITS LISTED HEREIN VERSUS WHAT IT REPRESENTED IN THE PLANS OR A UNIT
ITEM IS MISSING THAT SHOULD BE INCLUDED, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO BRING ANY SUCH CONCERN TO THE OWNER AND ENGINEER'S
ATTENTION WITHIN THE SPECIFIED PORTION OF BID PHASE, AND FAILURE TO DO
SO DOES NOT RELIEVE THE CONTRACTOR OF THE REQUIREMENT TO COMPLETE
THE PROJECT IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS
AND GOVERNING CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO ADA
AND OSHA.
B
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
SUMMARY OF
QUANTITIES
A
SHEET NUMBER
CQ101
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

GENERAL SHEET NOTES
1. REFER TO SHEET CS101 FOR MORE INFORMATION.
D 2. THIS SHEET IS PART OF A MULTI-SHEET SET OF DO
OL CONSTRUCTION PLANS AND SHALL BE READ WITH THE
L
FULL SET TO BEST ENSURE PROPER INTERPRETATION.
E
D L D
L TT O PP D FF L O E R S T R
E
E
FF T
SS
D
D O
Ow L
L
CX102: ENLARGEMENT3
D
D O
O L
L
D
D O
OFF L
LSS
D
Dw O
O L
L
w
D
D O
O L
L
D
D O
O L
L
D
D O
O L
L
D
D O
O L
L
D
D O
O L
L
FF
SS
D
D O
O L
L
w
D
D O
TO L
CX101: ENLARGEMENT 2 EL
E
R
D S
T
L O D L O
D V IC
K E R
N Y
A D
L R
D
K D O
CO L
IL
R
T
S
D
D O
O L
L
D
D O
Ow L
L
D
O
L
w
D
O
L
D
O
L
D
O
L
D
O
L
D
Ow
L
D
O
L
D
O
L
D
O
L
w
D
OFF
LPP
TT
D
O
CX101: ENLARGEMENT 1 L
D
O
L
D
O
L
S
P
R
IN L
O
D FAIRVIEW
DR OVERALL SITE
G D
O
S PP
FF
L PLAN
T TT
R D
E O
E L
T D
O
L
D
O
L
D
O
L
D
O
LDYH
D
O
L
CX100
OVERALL SITE PLAN
A1
SCALE: 1" = 100' 0 50' 100' 200' 300'
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
101SC\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written agreement of Pond & Company.
D
DPR SEAL
CLIENT INFORMATION
PROJECT NAME
STRICKLAND
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
FAIRBURN, GA
30213
DRAWING ISSUE
B
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

GENERAL SHEET NOTES
1009
1002
1. REFER TO SHEETS G-001 FOR LEGENDS, ABBREVIATIONS,
1010 AND CIVIL NOTES.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
1003
1011 CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
T 1012
1004 SET TO BEST ENSURE PROPER INTERPRETATION.
E
E 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
S T
R
1013
1005
NOTIFY CITY OF ANY DISCREPANCIES.
G
S
P RI N
O
L 1019 1018 1017 1016 1015 1014 1014 1006 4. C
PR
O
I
N
O
T
R
R
T
A
O
C T
S
O
T
R
A R
S
T
H
O
AL
F
L
C
H
O
A
N
V
S
E
T
A
R
L
U
L
C
U
T
T
IO
IL
N
IT
.
IES FIELD LOCATED
D
LOD 1007 5. DEMOLITION LIMITS DELINEATED ON THIS PLAN ARE
O L LOD SF LOD 1015 APPROXIMATE IN NATURE, MORE AND/OR LESS DEMOLITION
D TPLFOD MAY BE REQUIRED. THE CONTRACTOR SHALL NOTIFY THE
LOD LOD LOD O LOD S L F OD LOD LOD LOD LOD LOD 1 L 01 O 7 S D TP T F R L I O C D K LO L T D S A PFF N L D OD S LO T T D P R F E L E O T D L 1 O 0 T 1 S 6 D PFF LOD L T O P D F 4 2 " LOD LOD LO O D 3 0 L " OD TPFLOD LOD LOD L O OD T 4 2 " PLFOD LOD TSPF LFOD LOD TPFLOD LOD TSPFFLO O D w LOD TPFLOD LOD LOD LOD LOD LOD 100 2 0 " 8 L S O F D 1 L 0 O 09 D LOD LOD L S O O F w D LOD LOD LOD LOD LOD LOD LOD SF LOD LOD L1 2 " OD LOD SF LOD LOD O LOD 6. P L C C C T E L H I O O T A S R M N Y N S O T M O D R S U E F E E A G N T M C F H C . A T O O E I O R L U M R I B T T E U I S N A O R H L T N N L A O I L P S I F N L H R L M W A E A S A R Q N E I I N D U T S T I I D R N O A I E G I F S N D T A C D U T N O R R H D N I B A V S P A N E T R N W R I I S C O U A E D R C Y E T T I A F P I O O C I M C C N T T O E . H E R S E D E S O A N N D T / H O I R S
1018
1019 7. PROTECT EXISTING TREES TO REMAIN THROUGHOUT ALL
1020
1010
PHASES OF CONSTRUCTION.
M M M
A A A
T T T
C C C
H H H
L R L L
IN
D
IN IN
E E E
E W E E
N E N N
L L L
A V I A A
R R R R
G G G
I
E A E E
M F M M
E E E
N N N
T T T
1 1 2
SITE DEMOLITION - ENLARGEMENT 1
A1
SCALE: 1" = 30' 0 15' 30' 60' 90'
1001
993
1002 999
994
1003
1000
995
LEGEND
1001
1004
996 LOD LOD LIMITS OF DISTURBANCE
RIGHT OF WAY
1002
1005 DEMOLISH CURB AND GUTTER, HEADER
998 997 CURB, OR FENCE
999
LOD LOD LOD LTOPDF SF LOD LOD LOD LOD SF LOD LOD LOD SF LOD LOD TPLFOD SF LOD LOD LOD LODTPF L S O F DTPF LOD S L F OD LOD S L F OD LOD S L F OD LOD SF LOD LOD LOD LOD LOD LOD LOD LOD DEMOLISH HARDSCAPE (SEE
O O w O w O O O O KEYNOTES ABOVE)
w
O
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD PROTECT EXISTING SITE FEATURE
STRICKLAND STREET
1000 RELOCATE EXISTING SITE FEATURE
1006 M M
M M
1006 1005 1004 1003
T
A A
T
A A 1001 C C
C
T T
C
1002
L
H H
L
H H NI IN TPF TPF TREE PROTECTION FENCING
L L E E
NI IN
E E
E E N N
N E E N D R A L L A SF SILT FENCE
A L L A Y G R R G
R R R E E
G G E M M
K SITE
E E E E
C
M M N N
E E
VI
T T
N N 2 3 DEMOLITION -
T T
1 2 PLAN
ENLARGEMENT
SITE DEMOLITION - ENLARGEMENT 2
A1
SCALE: 1" = 30' 0 15' 30' 60' 90'
CD101
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
101DC\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
132 documents is allowed without the expressed written
agreement of Pond & Company.
170
144
D
152
160
12 11 DPR SEAL 7
5 9
2
2 2 3
13
10 10 7 2 13 7 13
3
2 10 13 13 CLIENT INFORMATION 13
KEYNOTES
1. CLEANLY SAW-CUT AND DEMOLISH CONCRETE SIDEWALK
PROJECT NAME
TO THE NEAREST JOINT.
2. CLEANLY SAW-CUT AND DEMOLISH DRIVEWAY PAVEMENT. STRICKLAND
3. PROTECT EXISTING UTILITY STRUCTURE THROUGHOUT ALL
STREET PHASES OF CONSTRUCTION.
C
4. PROTECT EXISTING SIDEWALK THROUGHOUT ALL PHASES IF PEDESTRIAN
CONSTRUCTION.
IMPROVEMENTS
5. RELOCATE EXISTING SIGN. SEE SITE PLAN FOR PROPOSED
LOCATION.
7. RELOCATE EXISTING MAILBOX. SEE SITE PLAN FOR
PROPOSED LOCATION. STRICKLAND STREET
FAIRBURN, GA
8. PROTECT EXISTING CURB AND GUTTER THROUGHOUT ALL
30213
PHASES OF CONSTRUCTION.
9. PROTECT EXISTING STORMWATER STRUCTURE
THROUGHOUT ALL PHASES OF CONSTRUCTION.
10. PROTECT EXISTING MAILBOX THROUGHOUT ALL PHASES OF
CONSTRUCTION. DRAWING ISSUE
11. RELOCATE EXISTING FIRE HYDRANT. SEE SITE PLAN FOR
PROPOSED LOCATION.
220
12. CLEANLY SAW-CUT AND DEMOLISH CONCRETE CURB.
13. TREE TO BE REMOVED
190
186 206
2 1
B
1 3 2 3 2 7 2 7 13
10 7 3 13 9 13 9 4 8
13
DESIGNED BY: AL / KT
DRAWN BY: AL
DEMOLISH EXISTING TREE CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

1003
1006
1007
1004
1010
1001
1005
1008
1011
1002
1006 T
E
E 1009 1012 R
T LOD S
LOD 10 L 03 OD LOD LOD LOD LOD O L w OD LOD O LOD SF LOD LOD S 1 S F ' W 8" A D L E E E L P OD 1007 LOD SF LOD LOD LOD L S O F D LOD L S O F DTPF LOTD 1 P 01 F 0 S LO FTDPF LOTDPF S L F OTPDF LOD LOD D O L D E 1R0 13
w L
O O w O E
1008 1011
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
STRICKLAND STREET
1004
1012 1014
1013
1005
1009
1014
1006 1015
M M
A A 1007
1015
T T
C C
H H
E
NI
L L
IN
E
1008
1016
E E
N N
L L
A A
R R
G G 1009
E E 1017
M M
E E
N N
T T
2 3 1010
SITE DEMOLITION - ENLARGEMENT 3
C1
SCALE: 1" = 30' 0 15' 30' 60' 90'
SITE
DEMOLITION -
PLAN
ENLARGEMENT
CD102
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
101DC\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
GENERAL SHEET NOTES
3500 Parkway Lane
1. REFER TO SHEETS G-001 FOR LEGENDS, ABBREVIATIONS,
Suite 500
AND CIVIL NOTES.
Peachtree Corners
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF Georgia 30092
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
SET TO BEST ENSURE PROPER INTERPRETATION. documents is allowed without the expressed written
286
agreement of Pond & Company.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
NOTIFY CITY OF ANY DISCREPANCIES.
D
274 4. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED
256 264 PRIOR TO START OF CONSTRUCTION.
DPR SEAL
5. DEMOLITION LIMITS DELINEATED ON THIS PLAN ARE
APPROXIMATE IN NATURE, MORE AND/OR LESS DEMOLITION
4 1 7 1 1
MAY BE REQUIRED. THE CONTRACTOR SHALL NOTIFY THE 3
8 2 7 2 3 6 2 7 3 6 7 2 CITY OF FAIRBURN IN WRITING AND PRIOR TO THE
COMMENCEMENT OF LAND DISTURBANCE IF MORE AND/OR
LESS DEMOLITION IS REQUIRED THAN IS DEPICTED ON THIS PLAN SET.
6. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS
THROUGHOUT ALL PHASES OF CONSTRUCTION. CLIENT INFORMATION
7. PROTECT EXISTING TREES TO REMAIN THROUGHOUT ALL
PHASES OF CONSTRUCTION.
KEYNOTES
1. CLEANLY SAW-CUT AND DEMOLISH CONCRETE SIDEWALK
TO THE NEAREST JOINT.
PROJECT NAME
2. CLEANLY SAW-CUT AND DEMOLISH DRIVEWAY PAVEMENT.
3. PROTECT EXISTING UTILITY STRUCTURE THROUGHOUT ALL STRICKLAND
PHASES OF CONSTRUCTION.
STREET
4. PROTECT EXISTING SIDEWALK THROUGHOUT ALL PHASES IF
C CONSTRUCTION. PEDESTRIAN
5. RELOCATE EXISTING SIGN. SEE SITE PLAN FOR PROPOSED
IMPROVEMENTS
LOCATION.
6. PROTECT EXISTING SIGN THROUGHOUT ALL PHASES OF
CONSTRUCTION.
STRICKLAND STREET
7. RELOCATE EXISTING MAILBOX. SEE SITE PLAN FOR
FAIRBURN, GA
PROPOSED LOCATION.
30213
8. PROTECT EXISTING CURB AND GUTTER THROUGHOUT ALL
PHASES OF CONSTRUCTION.
DRAWING ISSUE
LEGEND
LOD LOD LIMITS OF DISTURBANCE
RIGHT OF WAY
DEMOLISH CURB AND GUTTER, HEADER
B CURB, OR FENCE
DEMOLISH HARDSCAPE (SEE
KEYNOTES ABOVE)
O
PROTECT EXISTING SITE FEATURE
RELOCATE EXISTING SITE FEATURE
DESIGNED BY: AL / KT
DEMOLISH EXISTING TREE
DRAWN BY: AL
CHECKED BY: KT / JF
TPF TPF TREE PROTECTION FENCING SUBMITTED BY: XXXXX
DATE: 04/02/2026
SF SILT FENCE PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

GENERAL SHEET NOTES
1. REFER TO SHEET CX101 FOR MORE INFORMATION. 1009
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
1002
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
1010
SET TO BEST ENSURE PROPER INTERPRETATION.
T 1003 3. REFER TO TRAFFIC SIGNAL SERIES PLANS FOR ADDITIONAL
E 132
E 1011
R INFORMATION.
S
T
1012
1004 170
G 144
KEYNOTES
N
RI 20 1005
P 1013
S 152
16 160
1. APPROXIMATE LOCATION OF EXISTING SIGN; CONTRACTOR
1019 1006
D O
L 1018 1017 1016 1015 181014
20
1014
20 R
TO
EG
R
U
E
L
L
A
O
T
C
IO
A
N
TE
S .
IF NECESSARY FOLLOWING ALL APPLICABLE
4
LOD
6
20 1007 8
2. APPROXIMATE LOCATION OF EXISTING WATER UTILITY.
19 D O L DYH LOD SF LOD TTPPLFFOD 1015 6 6 20 5 20 3. APPROXIMATE LOCATION OF EXISTING STORMWATER
1 1 8 0 7 LOD LOD 3 LOD LOD S L F OD 14 LOD LOD LOD LO 9 D LOD 1 L 01 O 7 S D TTPP T FF R L I O C D K LO L TT D S A PPFFF N L D OD S LO T TT D PP R FF E L E O T D L 1 O 0 TT 1 S 6 D PPFFF LO 5 D L TT O PP D FF 4 2 " LOD LOD 14 LOD 3 0 L " OD TTPPFFLOD LOD 14 LOD LOD TT 4 2 " PPLFFOD LOD TTSPPF LFFOD LOD TTPPFFLOD LOD TTS 9 PPFFFLOD w LOD TTPPFFL 2 OD LOD LOD LOD 6 LOD LOD 100 2 0 " 8 L S O F D 1 L 0 O 09 D LOD LOD L S O F w D LOD 2 LOD LOD LOD LOD 6 LOD LOD SF LOD LOD 4 L1 2 " OD LOD SF L 9 OD LOD LOD 5 6 4 . . . I P P P C S N R R R T O T R O O O N O U P P P S N C O O O T E T R S S S A U U E E E R R D D D C E E T C B D S I T O E O R T O A N I N E V U . B C X E T E R I W S Y E P T A S T R I Y N E T O R G A S T I P I P E D D R C R ( E O R T I W V N E E E A : D ( C W R L T 2 K E A H / : C Y ( C R R - 5 2 J O E O 0 / : C U 2 C I - G N 5 1 ) T H 0 / C . 1 O - ) 5 U ; 0 C T 1 L ) EANLY TIE
1018
9
1019 7. CLEANLY TIE INTO EXISTING FEATURES
1020
1010
8. PROPOSED 24" CURB AND GUTTER (RE: C 3 / C - 5 0 2 )
M M M
A A A 9. PROPOSED MAILBOX LOCATIONS
T T T
C C C
H H H 10. WHEELCHAIR RAMP - TYPE D SKEWED (RE: A 1 / C - 5 0 1 )
L R L L
IN D IN IN 11. APPROXIMATE LOCATION OF EXISTING SIDEWALK TO
E
E W
E
E
E
E REMAIN.
N E N N
L A V I L A L A 12. APPROXIMATE LOCATION OF EXISTING CURB AND GUTTER
R R R R TO REMAIN.
G I G G
E A E E
M F M M 13. APPROXIMATE LOCATION OF EXISTING BEAUTY STRIP TO
E E E
N N N REMAIN.
T T T
1 1 2 14. APPROXIMATE LOCATION OF EXISTING MAILBOXES TO
REMAIN.
SITE PLAN - ENLARGEMENT 1 16. PROPOSED FIRE HYDRANT LOCATION; CONTRACTOR TO
A1 RELOCATE FOLLOWING ALL APPLICATION REGULATIONS.
SCALE: 1" = 30' 0 15' 30' 60' 90' 17. DETECTABLE WARNING SURFACE (RE: A 3 / C - 5 0 1 ). THE
TRUNCATED DOMES WITHIN ALL PROPOSED ADA RAMPS
SHALL BE WET-SET AND RED BRICK IN COLOR.
18. PROPOSED SIGN LOCATION.
19. PROPOSED HOT SYNTHETIC PATTERNED TEXTURED PAVING
1001
CROSSWALK BY TRAFFIC MANAGEMENT USA. FRAME WITH 8"
993
WHITE THERMOPLASTIC STRIPING.
1002 220 999
994 20. PROPOSED LIGHT POLE, TYP (RE: A1 AND A3/C-503 )
NUMBERS NEXT TO LIGHT POLES INDICATE THE SERVICE
1003
1000 POINT NUMBER.
190 995
21. LIMITS OF DISTURBANCE AT THE SERVICE POINTS SHALL BE
EXTENDED TO INCLUDE THE UNDERGROUND ROAD
1001
CROSSINGS, AND THE SERVICE POINTS, AND TO THE
186 206 NEAREST POLE (WHICH IS WHERE THE SERVICE POINT WILL
1004
996
BE FED FROM.
(9) WINDMILL PALM 13 1002 22. SERVICE POINTS SHALL BE LOCATED IN CLOSE PROXIMITY
20 20 20 20 12 (APPROXIMATELY 5-10 FEET FROM) CLOSEST CITY OF
1005 FAIRBURN UTILITY POLE.
2 6 2 6 6 14 998 997 7 11
999 LEGEND
LOD LOD LOD LTTOPPDFF SF LOD LOD LOD LOD SF LOD LOD LOD SF LOD LOD TTPPLFFOD SF LOD LOD LOD LODTTPPFF L S O F DTTPPFF LOD S L F OD LOD S L F OD LOD S L F OD LOD SF LOD LOD LOD LOD LOD LOD LOD LOD
w w LOD LOD LIMITS OF DISTURBANCE
w
LOD LOD LOD LO 4 D LOD LOD LO9D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 3 LOD LOD LOD 4 LOD LOD LOD LOD LOD LOD LOD LOD RIGHT OF WAY
5 STRICKLAND STREET 6 14 2 20 3
9 5
CONCRETE SIDEWALK
8 1000
8
BEAUTY STRIP
1006 M M
M M
1006 1005 1004 1003
T
A A
T
A A 1001 C C
C
T T
C
1002
L
H H
L
H H NI IN
L L E E
NI IN
E E
L
N E
E E
E N
L Y
D
R
R
A L
N N
L A
R
A A R G G
R R E E E
G G K M M
E E C E E SITE PLAN
M M VI N N
E E T T
N N 2 3 ENLARGEMENT
T T
1 2
SITE PLAN - ENLARGEMENT 2
A1
SCALE: 1" = 30' 0 15' 30' 60' 90'
CS101
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
101SC\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
D
DPR SEAL
1
1
1 1 1 1 CLIENT INFORMATION
SERVICE POINT NO. 1
PROJECT NAME
STRICKLAND
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
FAIRBURN, GA
30213
DRAWING ISSUE
B
2 2 2
2 2
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SERVICE POINT NO. 2
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

w
w
GENERAL SHEET NOTES
1003
1006 1. REFER TO SHEET CX101 FOR MORE INFORMATION.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
1007 CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
1004
286
1010 3. REFER TO TRAFFIC SIGNAL SERIES PLANS FOR ADDITIONAL
INFORMATION.
T
1001
1005
274 1008 E
E
KEYNOTES
R
256 264
T
1011 S
R 1. APPROXIMATE LOCATION OF EXISTING SIGN; CONTRACTOR
1002 E
13 D TO RELOCATE IF NECESSARY FOLLOWING ALL APPLICABLE
11 7
1006
L
2 E REGULATIONS.
12 6 18
6 2
18 17
6
18 1009 18
6
1012
10
2. APPROXIMATE LOCATION OF EXISTING WATER UTILITY.
LOD
LOD 10 L 03 OD LOD LOD LOD LOD LOD LOD LOD SSFF LOD LOD SS 1 S FF ' W 8" A D L E E E L P OD 1007 LOD SSFF LOD LOD LOD L SS O FF D LOD L SS O FF DTTPPFF LOTTD 1 PP 01 FF 0 SS L FF OTTDPPFF LOTTDPPFF SS L FF OTTPPDFF LOD LOD O L 1013 4. PROPOSED CONCRETE SIDEWALK (RE: C 1 / C - 5 0 1 )
D 5. PROPOSED BEAUTY STRIP (RE: C 2 / C - 5 0 2 )
w
6. PROPOSED DRIVEWAY APRON (RE: C 2 / C - 5 0 1 ); CLEANLY TIE
4
1008 1011
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 16 INTO NEAREST EXISTING DRIVEWAY JOINT. STRICKLAND STREET 1 9 2 1 9
5
7. CLEANLY TIE INTO EXISTING FEATURES
9
1004 8
1012 1014
EXISTING 8. PROPOSED 24" CURB AND GUTTER (RE: C 3 / C - 5 0 2 )
1013 CROSSWALK TO
1005
1009
1014
REMAIN HERE.
9. PROPOSED MAILBOX LOCATIONS
1006 1015 10. WHEELCHAIR RAMP - TYPE B (RE: A 1 / C - 5 0 1 )
M M
T
A A
T
1007
1015
11. APPROXIMATE LOCATION OF EXISTING SIDEWALK TO
C C
H H REMAIN.
E
NI
L L
IN
E
1008
1016 12. APPROXIMATE LOCATION OF EXISTING CURB AND GUTTER
E E TO REMAIN.
N N
L L A A 13. APPROXIMATE LOCATION OF EXISTING MAILBOXES TO
R R
G G 1009 REMAIN.
E E 1017
M M 14. PROPOSED MAILBOX LOCATION.
E E
N N
T T 16. DETECTABLE WARNING SURFACE (RE: A 3 / C - 5 0 1 ). THE
2 3 1010
TRUNCATED DOMES WITHIN ALL PROPOSED ADA RAMPS
SHALL BE WET-SET AND RED BRICK IN COLOR.
SITE PLAN - ENLARGEMENT 3
C1 17. TURNED DOWN SIDEWALK
SCALE: 1" = 30' 0 15' 30' 60' 90' 18. PROPOSED LIGHT POLE, TYP (RE: A1 AND A3/C-503) NUMBERS
NEXT TO LIGHT POLES INDICATE THE SERVICE POINT
NUMBER.
19. LIMITS OF DISTURBANCE AT THE SERVICE POINTS SHALL BE
EXTENDED TO INCLUDE THE UNDERGROUND ROAD
CROSSINGS, AND THE SERVICE POINTS, AND TO THE
NEAREST POLE (WHICH IS WHERE THE SERVICE POINT WILL
BE FED FROM.
20. SERVICE POINTS SHALL BE LOCATED IN CLOSE PROXIMITY
(APPROXIMATELY 5-10 FEET FROM) CLOSEST CITY OF
FAIRBURN UTILITY POLE.
LEGEND
LOD LOD LIMITS OF DISTURBANCE
RIGHT OF WAY
CONCRETE SIDEWALK
BEAUTY STRIP
SITE PLAN
ENLARGEMENT
CS102
42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
101SC\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
D
DPR SEAL
2 2 2 2
CLIENT INFORMATION
PROJECT NAME
STRICKLAND
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
FAIRBURN, GA
30213
DRAWING ISSUE
B
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
A
SHEET NUMBER
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW

42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
105-C\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
D
DPR SEAL
CLIENT INFORMATION
PROJECT NAME
STRICKLAND
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
FAIRBURN, GA
30213
CONCRETE SIDEWALK DETAIL DRIVEWAY APRON DETAIL
C1 C2
DRAWING ISSUE
NTS P-ST4-03 NTS P-ST4-05NOTE: ALL ADA DETECTABLE WARNING STRIPS TO BE BRICK-COLORED TRUNCATED DOMES TO MATCH DOWNTOWN STREETSCAPE PROJECT. CONTRACTOR
TO PROVIDE MATERIAL TO OWNER AND DESIGN PROFESSIONAL FOR REVIEW AND APPROVAL PRIOR TO PURCHASING.
B
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
CONSTRUCTION
DETAILS
A
SHEET NUMBER
C-501
GDOT WHEELCHAIR RAMP DETECTABLE WARNING DETAIL
A1 A3
ORIGINAL SHEET SIZE:
SCALE: N.T.S. P-ST4-22 NTS P-ST4-11 22" X 34"
90% CLIENT REVIEW

42/41/6
:ETAD
ENNYL
ANNA
,YORLECM
:YB
DETTOLP
105-C\LIVIC\DAC
20.70\MIB-DAC.70\9980521\52YF\STCEJORP\RETHGIFRATS\\
:HTAP
ELIF
1 2 4 5
3
3500 Parkway Lane
Suite 500
Peachtree Corners
Georgia 30092
Copyright (C) 2024 by Pond & Company. All rights
reserved. No copying or duplication of these
documents is allowed without the expressed written
agreement of Pond & Company.
D
DPR SEAL
CONCRETE SIDEWALK -
PEDESTRIAN WALKWAY
CLIENT INFORMATION
PROJECT NAME
SIDEWALK TRANSITION DETAIL
STRICKLAND
N.T.S.
STREET
C
PEDESTRIAN
IMPROVEMENTS
STRICKLAND STREET
FAIRBURN, GA
30213
DRAWING ISSUE
B
DESIGNED BY: AL / KT
DRAWN BY: AL
CHECKED BY: KT / JF
SUBMITTED BY: XXXXX
DATE: 04/02/2026
PROJECT # 1250899
SHEET TITLE
CONSTRUCTION
DETAILS
A
SHEET NUMBER
C-502
ORIGINAL SHEET SIZE:
22" X 34"
90% CLIENT REVIEW
"4
SAW CUT AND DEMO EXISTING
CONCRETE SIDEWALK PER VARIES. SEE PLANS 1" BELOW 2 SITE PLAN
EDGE OF
FINISHED GRADE PAVEMENT,
EXISTING SIDEWALK SOD AS SPECIFIED IF PRESENT
2"
1" ISOLATION JOINT
2
CULTIVATED SOIL
SUBGRADE, REFER TO PLANS FOR BASE MATERIAL OR
SUBSOIL REQUIREMENTS, IF ANY. COMPACTED SUBGRADE
C1
P-ST4-97
"6-4
SODDING PROCEDURE:
1. THE GENERAL CONTRACTOR WILL PROVIDE GRADES TO +/- TWO TENTHS (0.20) OF A FOOT OF
PROPOSED GRADES.
2. REFER TO DRAWINGS AND SPECIFICATIONS FOR ANY SPECIAL SUBSOILING REQUIREMENTS. AT A
MINIMUM, BREAK THROUGH AND REMOVE ALL SUBGRADE SURFACE 'HARDPAN' AND DEBRIS TO ADJACENT SURFACE
3,000 PSI
ALLOW PERCOLATION AND POSITIVE DRAINAGE.
R11" CONCRETE @
3. ADD ADDITIVES, SUCH AS TOPSOIL, SAND OR COMPOST (PER SOIL TEST ANALYSIS) AND ROTOTILL 2
INTO SUBGRADE. CULTIVATE ENTIRE AREA TO A DEPTH OF 4-6". HANDRAKE SMOOTH. R11" 28 DAYS
6" 2
4. CULTIVATED SOIL MAY CONSIST OF STOCKPILED TOPSOIL, FREE OF DELETERIOUS MATERIAL.
5. IF EXCESSIVELY DRY, LIGHTLY WATER AREA TO BE SODDED PRIOR TO LAYING SOD. 1'-0"
6. LAY & ROLL SOD. WATER THOROUGHLY. 7" 6"
1"
8"
2'-0"
4" AGGREGATE BASE
NOTES
1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS WITH
CONTRACTION JOINTS AT EVERY 10 FEET.
2. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO
EXCEED 50 FEET, AT THE ENDS AND MID-POINT OF RETURNS, AND AT
ANY POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER
CONCRETE STRUCTURES.
PAVEMENT, TYP.
3. 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL
GUTTER AND PITCHED GUTTER, UNLESS OTHERWISE NOTED ON THE
PAVING PLANS.
SODDING DETAIL 24" CONCRETE CURB AND GUTTER
C2 C3
1" = 1'-0" P-ST4-82 1" = 1'-0" P-ST4-23
0-'7
"3
.NIM
"0-'2
SIGN - AS SPECIFIED
ON PLANS
STEEL POST,
POWDERCOAT
BLACK
GROUND
LINE
CONCRETE
FOUNDATION
8"
TYP. SIGN POST
B3
NTS P-1230188-51
FIRE HYDRANT ASSEMBLY GDOT CONCRETE SIDEWALK AND CONCRETE HEADER CURB
A1 A2
NTS P-FA-13 3/4" = 1'-0" P-ST4-04