Attachment D - Site and Design Plans Additional Scope of Work.pdf

P:(770) 224-0200

HARI KARIKARAN

24 HOUR CONTACT

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Project Number: 234300052

FAIRINGTON ROAD SIDEWALK DESIGN

STANTEC CONSULTING SERVICES, INC.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

TEL. (770) 493-0450

WWW.STANTEC.COM

CONTACT:KEVIN W. CLARK, P.E.

DEVELOPER / CLIENT:

CITY OF STONECREST

3120 STONECREST BLVD #190

STONECREST, GA 30338

CONTACT: HARI KARIKARAN

TOTAL SITE AREA: 3.12 AC

DISTURBED AREA: 1.57 AC

FAIRINGTON ROAD

SITE LOCATION

N.T.S.

N

FAIRINGTON ROAD

BEGIN STA 10+00

END STA 32+75

1ST LDP SUBMITTAL BDG KWC 2023.08.11

PROJECT DESCRIPTION:

THIS PROJECT CONSISTS OF THE ADDITION OF A NEW SIDEWALK, NEW CURB AND GUTTER, AND

A NEW BUS SHELTER ALONG FAIRINGTON ROAD.

THE PROJECT IS LOCATED WITHIN THE CITY OF STONECREST JUST SOUTH OF HIGHWAY I-20. THE SITE IS BOUNDED IN THE NORTH BY HIGHWAY I-20, TO THE SOUTH ARE RESIDENTIAL LOTS AND UNDEVELOPED WOODED AREAS. FAIRINGTON ROAD CONTINUES TO THE WEST AND EAST.LAND LOTS 56, 55, 73 & 74 OF

THE 16TH DISTRICT, CITY OF STONECREST,

DEKALB COUNTY, GEORGIA

REVIEWING AGENCY

JURISDICTION: CITY OF STONECREST, GA

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 GENERAL NOTES

C002 LEGENDS

C200 TYPICAL SECTION

C300 CONSTRUCTION LAYOUT

C301 MAINLINE PLAN

C302 MAINLINE PLAN

C303 MAINLINE PLAN

C304 MAINLINE PLAN

C305 MAINLINE PLAN

C311 STORM DRAIN PROFILES

C321 CROSS SECTIONS

C322 CROSS SECTIONS

C323 CROSS SECTIONS

C324 CROSS SECTIONS

C325 CROSS SECTIONS

C326 CROSS SECTIONS

C401 UTILITY PLAN

C402 UTILITY PLAN

C403 UTILITY PLAN

C404 UTILITY PLAN

C405 UTILITY PLAN

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

C700 EROSION CONTROL PLAN PHASE 1 & 2

C701 EROSION CONTROL PLAN PHASE 1 & 2

C702 EROSION CONTROL PLAN PHASE 3

C703 EROSION CONTROL PLAN PHASE 3

C704 NPDES NOTES

C705 EROSION CONTROL DETAILS

C706 EROSION CONTROL DETAILS

C707 EROSION CONTROL DETAILS

Note

C504 CONSTRUCTION DETAILS

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

C505 CONSTRUCTION DETAILS

C211 C212

SIGHT DISTANCE PLAN 1 EXHIBIT

SIGHT DISTANCE PLAN 2 EXHIBIT

C001

GENERAL NOTES

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-001GN

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-0 gn

.1

1.

:4

1:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

1. TOTAL SITE AREA = 3.12 AC, DISTURBED AREA = 1.57 AC

2. ELEVATIONS ARE BASED ON MEAN SEA LEVEL.

3. EXISTING CONDITIONS FROM FIELD RUN TOPOGRAPHY & BOUNDARY PREPARED BY KCI, FEBRUARY 02, 2024.

4. CONTOUR INTERVALS ARE 1.0 FEET.

5. ALL TREE SAVE AREAS AND BUFFERS ARE TO BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

6. CLEARING AND GRUBBING: ON ALL AREAS WHERE GRADING, EXCAVATING AND FILL ARE TO BE DONE, ALL

TIMBER BRUSH, STUMPS, ROOTS, RUBBISH AND ORGANIC MATERIALS SHALL BE REMOVED. STUMP HOLES SHALL BE FILLED WITH COMPACTED CLEAN SOIL. A MINIMUM OF SIX INCHES MUST BE CUT BELOW EXISTING GRADE FOR ENTIRE AREA RECEIVING FILL. STORM DETENTION MEASURES MUST BE ACCOMPLISHED CONCURRENT WITH THIS PHASE. REFER TO THE CURRENT EDITION OF THE MANUAL FOR EROSION AND

SEDIMENT CONTROL.

7. ALL EARTHWORK OPERATION SHALL COMPLY WITH REQUIREMENTS OF OSHA CONSTRUCTION STANDARDS, PART 1926, SUBPART P, EXCAVATIONS, TRENCHING, AND SHORING, AND SUBPART O, MOTOR VEHICLES, MECHANIZED EQUIPMENT, AND MARINE OPERATIONS, AND SHALL BE CONDUCTED IN A MANNER ACCEPTABLE

TO THE ENGINEER.

8. FILL MATERIALS SHALL CONSIST OF CLEAN SOIL, FREE OF ORGANIC OR DELETERIOUS MATERIALS, ROCKS, OR BROKEN PIECES OF CONCRETE LARGER THAN THREE INCHES IN SIZE, OR OF ANY OTHER FOREIGN OBJECTS

THAT COULD IMPEDE THE COMPACTION RESULTS.

9. FILL MATERIALS SHALL BE SPREAD EVENLY IN HORIZONTAL LAYERS OF NOT MORE THAN 8 INCHES IN LOOSE LIFTS OVER THE FULL WIDTH OF FILL AND COMPACTED TO AT LEAST 95% MAXIMUM DRY DENSITY BY

STANDARD PROCTOR COMPACTION TEST ASTM D698.

10. MAXIMUM CUT OR FILL SLOPES IS 2H:1V.

11. GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS INTO STORM INLETS.

12. SEE GEOTECHNICAL ENGINEER FOR RECOMMENDATIONS CONCERNING PROPER PLACEMENT AND

COMPACTION OF STRUCTURAL FILL.

13. THE SITE IS NOT LOCATED WITHIN ZONE A 100 YEAR FLOOD ZONE PER FEMA F.I.R.M. MAP 13089C0166J, EFFECTIVE MAY 16 2013.

14. GRADE ALL HANDICAP RAMPS 12H:1V SLOPE MAXIMUM TO TOP OF CURB.

15. ALL SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.

16. STORM SEWER LINE SHALL BE AS FOLLOWS: CMP, FULLY COATED PER ASTM A444 OR ALUMINIZED TYPE II

WITH REROLLED ENDS & BANDS. RCP, CLASS III PER AASHTO M170 AS INDICATED. UNLESS OTHERWISE

NOTED.

17. ALL CATCH BASINS ARE TO BE PER GDOT STANDARDS.

18. THE INSTALLATION OF ALL EROSION CONTROL MEASURES AND DETENTION FACILITIES SHOULD BE

ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT

GROUND COVER IS ESTABLISHED.

19. COMPACTION OF ALL FILL MATERIAL BETWEEN THE FRONT AND REAR BUILDING LINES TO BE 95% STANDARD PROCTOR MUST BE CERTIFIED BY GEORGIA REGISTERED PROFESSIONAL SOILS ENGINEER PRIOR TO THE INSTALLATION OF CURB. THIS CERTIFICATION WILL BE SUBMITTED TO THE CHIEF OF DEVELOPMENT INSPECTIONS. LOTS WITH TWO (2') OF FILL OR GREATER, AS DELINEATED ON THE CONSTRUCTION PLANS WILL REQUIRE A COMPACTION CERTIFICATION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE ENGINEER WILL ALSO PROVIDE A LETTER LISTING THOSE LOTS THAT REQUIRE COMPACTION CERTIFICATION. THOSE LOTS THAT REQUIRE COMPACTION CERTIFICATION WILL BE INDICATED ON THE FINAL RECORDED PLAT.

20. SATISFACTORY SOILS FOR STRUCTURAL FILL ARE AS FOLLOWS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS; FREE FROM ROCK OR GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. LIQUID LIMIT: 40. PLASTICITY INDEX: A) UPPER FOUR FEET UNDER A BUILDING AND PAVEMENTS AND TWENTY FEET OUTSIDE: LESS THAN 12. B) BELOW UPPER FOUR FEET UNDER A BUILDING AND PAVEMENTS: LESS THAN 20. C) AREAS TWENTY FEET OUTSIDE BUILDING AND PAVEMENT

AREAS: LESS THAN 30.

GRADING NOTES:

1. SILT FENCE MUST MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE OF THE

DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATION, LATEST

EDITION.

2. ADDITIONAL EROSION CONTROL MEASURES WILL BE EMPLOYED WHERE DETERMINED NECESSARY

BY ACTUAL SITE CONDITIONS TO PREVENT THE RELEASE OF SILT FROM THE SITE.

3. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE

CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE.

4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN-OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OFF

SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.

5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OF LAND DISTURBANCE SHALL

BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE

MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR

INSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL PERIMETER

EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED

PRIOR TO ANY OTHER CONSTRUCTION.

7. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY

FRONTAGE IMPROVEMENTS ARE BEING MADE.

8. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL

MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT

CONTROLS WILL BE MAINTAINED UNTIL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/DRIVEWAYS HAVE

BEEN PAVED.

9. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM

THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE

DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT

VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING

ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.

10. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING

SHALL BE DONE UNTIL SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE

CONSTRUCTED.

11. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT

VEGETATION HAS BEEN ESTABLISHED. IF SEDIMENT PONDS ARE DEEMED NECESSARY,

CONTRACTOR SHALL CLEAN OUT EACH AS REQUIRED BY ENGINEER OR AUTHORITY HAVING

JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE

END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.

12. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP

OF THE SILT FENCE UTILIZED FOR EROSION CONTROL.

13. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN A POSSIBILITY OF ALL CONSTRUCTION BEING STOPPED ON JOB SITE UNTIL SUCH MEASURES ARE

CORRECTED BACK TO CURRENT STDS.

14. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION.

15. ALL OPEN SWALES MUST BE GRASSED, AND RIP-RAP MUST BE PLACED AS REQUIRED TO CONTROL

EROSION, A MINIMUM OF 4.5 SQUARE YARDS OF 50 LB STONES SHALL BE PLACED AT ALL

DOWNSTREAM HEADWALLS IMMEDIATELY UPON THE INSTALLATION OF PIPES AND DRAINAGE

DITCHES.

16. SILT BARRIERS TO BE PLACED DOWNSTREAM OF ALL FILL SLOPES.

EROSION CONTROL NOTES:

GENERAL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS

THAT ARE PERTINENT TO THIS WORK.

2. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE

CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY TIME,

UNLESS SPECIFICALLY AUTHORIZED BY THE ADJACENT OWNER.

3. THE CONTRACTOR SHALL CONTROL DUST AND DEBRIS FROM HIS OPERATION TO A LEVEL

ACCEPTABLE TO THE COUNTY AT ALL TIMES. THE CONTRACTOR SHALL HAVE ON THE PROJECT

SITE:VACUUM SWEEPERS, WATERING TRUCKS, AND OTHER EQUIPMENT NECESSARY TO CONTROL

DUST AT ALL TIMES. ALL METHODS FOR CONTROLLING DUST SHALL BE SUBJECT TO THE COUNTY'S

APPROVAL. FAILURE TO PROPERLY CONTROL DUST OR TO RESPOND TO ANY REQUEST TO DO SO

WILL RESULT IN CONSTRUCTION ACTIVITIES BEING STOPPED.

4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA AS SHOWN ON THE

PHASED EROSION CONTROL PLAN.

5. THE ROADS USED BY THE CONTRACTOR FOR ACCESS OR HAULING SHALL BE KEPT CLEAN AND ACCESSIBLE TO ALL OTHER TRAFFIC FOR THE ENTIRE DURATION OF THE PROJECT. HAUL TRUCKS MUST BE COVERED AND ANY SPILLAGE OR DEBRIS BUILDUP PROMPTLY REMOVED FROM ALL HAUL

ROUTES ON AIRPORT AND PUBLIC ROADS.

UTILITY NOTES:

1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO

BEGINNING CONSTRUCTION. CONTRACTOR SHALL BE SPECIFICALLY RESPONSIBLE FOR

CONTACTING ALL UTILITY COMPANIES THAT MIGHT HAVE EXISTING UTILITIES ON SITE TO

DETERMINE IF ANY EXIST AND HOW TO HANDLE. ENGINEER IS NOT RESPONSIBLE FOR EXISTENCE

OR LOCATION OF UNDERGROUND UTILITIES.

2. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THEM REGARDING UTILITY LOCATIONS, CONSTRUCTION AND SCHEDULES.

3. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE IN

COMPLIANCE WITH REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES

4. NEW TESTING IS REQUIRED FOR UTILITIES PER CITY OF STONECREST STANDARDS. THIS INCLUDES, BUT IS NOT LIMITED, TO TV INSPECTION AND PRESSURE TESTING FOR SANITARY SEWER LINES AND

MANHOLES. PRESSURE TESTING AND RECHLORINATION IS REQUIRED FOR THE WATER SYSTEM.

ALL TESTING SHALL BE PER CITY OF STONECREST STANDARDS.

5. SANITARY SEWER SHALL BE AS INDICATED: EITHER PVC, SDR 26 PER ASTM D3034;OR CLASS 50 DUCTILE IRON PIPE PER AWWA C150, PER CITY OF STONECREST SPECIFICATIONS. 6" OR 8" WATER PIPE SHALL BE DUCTILE IRON CLASS 50 AWWA C151 UNLESS OTHERWISE SPECIFIED AND SHALL BE

INSTALLED IN ACCORDANCE WITH CURRENT CITY OF STONECREST STANDARDS. WATER LINES

SMALLER THAN 6" SHALL BE EITHER COPPER TUBE TYPE "K" (SOFT) PER ANSI B16.22.

6. FOR GRADING AND DRAINAGE INFORMATION, SEE GRADING AND DRAINAGE PLAN.

7. EXISTING SERVICES SHOWN WERE OBTAINED FROM AS BUILTS BY OTHERS AND ARE TO BE FIELD

VERIFIED BY THE CONTRACTOR.

8. AT COMPLETION OF SEWER AND WATER CONSTRUCTION, ALL MANHOLES, VALVE BOXES, METERS

AND APPURTENANCES SHALL BE SET FOR PROPER FINISH GRADE AND SHALL BE NOTICEABLY

STAKED AND FLAGGED. SITE UTILITY SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

TO THE ABOVE ITEMS UNTIL SYSTEM IS ACCEPTED BY OWNER.

9. HYDRANTS AND MAINS SHALL BE INSTALLED AND UNDER PRESSURE BEFORE ANY COMBUSTIBLE

CONSTRUCTION IS STARTED.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FORTY EIGHT INCHES (48") OF COVER OVER THE PROPOSED WATER MAINS AND EIGHTEEN INCHES (18") OF VERTICAL SEPARATION FROM

OTHER UTILITIES. WHERE LIMITED ROOM EXISTS ABOVE STORM OR SANITARY SEWERS, WATER

LINE SHALL BE CONSTRUCTED UNDERNEATH AT THOSE LOCATIONS, MAINTAINING THE EIGHTEEN INCH (18")SEPARATION REQUIREMENT. ALL UTILITY REQUIREMENTS WILL BE COMPLIED WITH AT CROSSINGS. ADDITIONALLY, A 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND

SANITARY SEWER LINES.

11. ALL SANITARY SEWER DUCTILE IRON PIPE SHALL HAVE PUSH-ON JOINTS PER AWWA C111.

12. RIGID PIPE BEDDING SHALL BE PER ASTM C-1479, FLEXIBLE PIPE BEDDING PER ASTM D-2321.

13. IRRIGATION WATER SERVICE SHALL BE IN METER BOX WITH BACKFLOW PREVENTOR PER

JURISDICTIONAL REQUIREMENTS.

14. SEE DETAIL SHEETS FOR UTILITY DETAILS.

15. ALL WATER LINE CONSTRUCTION SHALL BE TO CITY OF STONECREST SPECIFICATIONS.

16. ALL BACKFILL IN STREETS AND PARKING AREAS FOR PUBLIC SANITARY SEWER MAINS SHALL BE

APPROVED BANK-RUN SAND OR GRAVEL OR CRUSHED STONE FREE FROM LARGE STONES AND

CONTAINING NOT MORE THAN 10% BY WEIGHT OF LOAM OR CLAY.

17. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS SET FORTH IN CITY OF STONECREST

DEVELOPMENT REGULATIONS FOR ALL UTILITY INSTALLATIONS.

MATERIAL NOTES:

1. PRECAST STRUCTURES MAY BE USED AT THE CONTRACTOR'S OPTION. ALL CONCRETE TO HAVE A

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.

TRAFFIC CONTROL NOTES:

1. THIS WORK CONSISTS OF PROVIDING MAINTENANCE OF TRAFFIC CONTROL DEVICES INCLUDING

FLAGMEN TO INSURE ROADWAY SAFETY BY PROVIDING FOR SAFE ORDERLY AND PREDICTABLE

MOVEMENT OF TRAFFIC THROUGH ALL ADJACENT PUBLIC ROADS AND THE AREAS TO BE

CONSTRUCTED. ALL TRAFFIC CONTROLS DEVICES SHALL BE AS REQUIRED BY THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, STATE AND LOCAL AGENCIES, OR

AS SHOWN BY THE CONSTRUCTION DRAWINGS, WHICHEVER IS MORE STRINGENT.

2. CONTRACTOR SHALL SUBMIT TO ENGINEER FOR HIS APPROVAL A COMPREHENSIVE PLAN

DETAILING HOW TRAFFIC WILL BE MAINTAINED UNDER THIS CONTRACT. CONSTRUCTION

AFFECTING TRAFFIC SHALL NOT COMMENCE UNTIL THIS PLAN IS APPROVED.

3. THE TRAFFIC CONTROL PLAN SHALL INCLUDE ALL REQUIRED DEVICES, INCLUDING BUT NOT

LIMITED TO; SIGNAGE, STRIPING, FLAGGER LOCATIONS, BARRELS, AND CONES TO MEET THE

REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION).

TAPER LENGTHS, DISTANCES BETWEEN TRAFFIC CONTROL MEASURES, AND DIMENSIONS BETWEEN

SIGNS MUST BE SHOWN.

UTILITY PROVIDER LIST:

NAME FACILITY TYPE PHONE

ATLANTA GAS LIGHT CONYERS- AGL109 GAS (404) 387 3164

ATT/ T - ATT02 TELECOMMUNICATION (800) 241 3624

ATT/ T - BSCA TELECOMMUNICATION (305) 409 1542

COMCAST - CMADEK TELECOMMUNICATION (678) 708 7112

DEKALB COUNTY - DCWS01 WATER (404) 731 3562

DEKALB COUNTY - DCWS02 SEWER (404) 731 3562

GEORGIA POWER - GP843 ELECTRIC (404) 506 6539

C002

LEGENDS

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-001GN

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-0 gn

.1

1.

:4

1:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

X X

RAILROAD TRACK

FENCE LINE

GUARD RAIL

RETAINING WALL

STORM SEWER

SANITARY SEWER

FM FORCEMAIN

WATERMAIN

IRR IRRIGATION LINE

G G UNDERGROUND GAS LINE

COM UNDERGROUND COMMUNICATION LINE

F/O F/O UNDERGROUND FIBER OPTIC LINE

UE UE UNDERGROUND ELECTRIC LINE

OU OVERHEAD UTILITY LINE

EDGE OF PAVEMENT / GRAVEL

ROAD CENTERLINE

DITCH CENTERLINE

WET WETLAND BOUNDARY

TREE LINE

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

GRAVEL SURFACE

BUILDING

CURB AND GUTTER

SANITARY MANHOLE

CLEANOUT

STORM SEWER MANHOLE

STORM SEWER INLET

FLARED END SECTION

CURB STOP

HYDRANT

WATER WELL

WATER VALVE

EB

GV

MB

TP

WV

W

DYH

R R

AUTO SPRINKLER

POST INDICATOR VALVE

WATER METER

SPRINKLER HEAD

IRRIGATION CONTROL VALVE

GAS MARKER

GAS VALVE

COMMUNICATIONS PEDESTAL

TELEPHONE MANHOLE

ELECTRICAL PEDESTAL

ELECTRIC METER

TRANSFORMER

ELECTRIC MANHOLE

SIGN

BOLLARD/POST

UTILITY POLE

ANCHOR CABLE

LIGHT POLE

DECORATIVE LIGHT

STUMP

DECIDUOUS TREE

CONIFEROUS TREE

SHRUB/PERENNIAL PLANT

ANTENNA

BENCH

AIR CONDITIONER

SOIL BORING

MAILBOX

HANDICAP PARKING SPACE

RAILROAD CROSSING SIGNAL

STOP LIGHT

HAND HOLE

XXXXXXXXXXXXXXXXX

ROCK CONSTRUCTION EXIT

SILT FENCE

INLET PROTECTION

BIOLOG [OR DITCH CHECK]

EROSION CONTROL BLANKET

SOD

RIPRAP

SOD

#PARKING COUNT

MINOR CONTOUR 901

MAJOR CONTOUR 900

GRADING LIMITS

CONSTRUCTION LIMITS

SPOT ELEVATION

SURFACE GRADE & FLOW DIRECTION

DRAINTILE

I I

ORNAMENTAL TREE

SEED

ROCK MULCH

GAS METER

WETLAND

TURF REINFORCEMENT MAT

VEGETATED RIPRAP

FLOTATION SILT CURTAIN

TEMPORARY DIVERSION DITCH

HAY BALES

CULVERT PROTECTION

TREE PROTECTION

TEMPORARY SEDIMENT TRAP DISCHARGE

HEAVY DUTY BITUMINOUS PAVEMENT

LIGHT DUTY BITUMINOUS PAVEMENT

X

SURFACE SLOPE (H:V) & FLOW DIRECTION

FM

I IPIPE CASING

WOOD MULCH

3.0:1

1.00%

LOT LINE

EASEMENT LINE

SETBACK LINE

RIGHT OF WAY LINE

SECTION LINE

QUARTER LINE

PROPERTY BOUNDARY

LEGAL / BOUNDARY LEGEND

DESCRIPTIONEXISTING PROPOSED

UTILITY LEGEND

DESCRIPTIONEXISTING PROPOSED

FIRE DEPARTMENT CONNECTION

VEGETATION / LANDSCAPING LEGEND

DESCRIPTIONEXISTING PROPOSED

SITE / MISC. LEGEND

DESCRIPTIONEXISTING PROPOSED

EROSION CONTROL LEGEND

DESCRIPTION PROPOSED

GRADING / TOPOGRAPHY LEGEND

DESCRIPTION PROPOSEDEXISTING

PAVEMENT LEGEND

DESCRIPTIONEXISTING PROPOSED

TIP-OUT CURB AND GUTTER

HEAVY DUTY CONCRETE PAVEMENT

REMOVE EXISTING BUILDING

REMOVE CONCRETE PAVEMENT

CLEAR AND GRUB AREA

SAWCUT & REMOVE CURB AND GUTTER

AT HEADER CURB LOCATION

REMOVE & SALAVGE SIDEWALK PAVERS

REMOVE TREE/SHRUB/STUMP

REMOVE ASPHALT PAVEMENT

SAWCUT PAVEMENT

REMOVALS LEGEND

DESCRIPTION PROPOSED

9XX.XX

ABBREVIATIONS

BV BUTTERFLY VALVE

BW BOTTOM OF WALL (AT GRADE)

BVC BEGIN VERTICAL CURVE

BOT BOTTOM

CB CATCH BASIN

CBMH CATCH BASIN MANHOLE

CO CLEANOUT

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

℄ CENTERLINE

CL CLASS

CMP CORRUGATED METAL PIPE

CY CUBIC YARDS

DIP DUCTILE IRON PIPE

EG EXISTING GRADE

EOF EMERGENCY OVERFLOW

EL ELEVATION

EP EDGE OF PAVEMENT

EVC END VERTICAL CURVE

EX EXISTING

F/F FACE TO FACE

FFE FINISHED FLOOR ELEVATION

FES FLARED END SECTION

FM FORCEMAIN

FNH FRONT NOZZLE OF HYDRANT

FG FINISHED GRADE

FL FLOW LINE

GV GATE VALVE

GPM GALLONS PER MINUTE

HDPE HIGH-DENSITY POLYETHYLENE

HP HIGH POINT

HYD HYDRANT

HWL HIGH WATER LEVEL

INV INVERT

LF LINEAL FEET

LFE LOW FLOOR ELEVATION

LP LOW POINT

LVC LENGTH OF VERTICAL CURVE

OC ON CENTER

OCS OUTLET CONTROL STRUCTURE

MAX MAXIMUM

MH MANHOLE

ME MATCH EXISTING

MIN MINIMUM

NWL NORMAL WATER LEVEL

OFF OFFSET

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PR PROPOSED

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

R RADIUS

RCP REINFORCED CONCRETE PIPE

RIM STRUCTURE TOP OF CASTING/GRATE

ROW RIGHT OF WAY

SF SQUARE FEET

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STORM SEWER

STA STATION

STD STANDARD

STMH STORM SEWER MANHOLE

SW SIDEWALK

SY SQUARE YARDS

TC TOP OF CURB

TNH TOP NUT OF HYDRANT

TOE TOE OF DITCH

TOP TOP OF DITCH

TP TOP OF PIPE

TW TOP OF WALL

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

WM WATERMAIN

SEED

REDUCER

75' IMPERVIOUS

SETBACK

▲ CREEK SETBACK

WETLAND LIMITS

CREEK CENTERLINE

WETLAND

WATER

2% MAX 3:1

8'

VARIES

12'

6%

2'6'2'5'

2% MAX 3:1

8'

5' 2'

VARIES

12'

VARIES

TYPICAL SECTION 1

6%

TYPICAL SECTION 2

N.T.SN.T.S

2% MAX 3:1

VARIES

12'

6%

2'5'

TYPICAL SECTION 3

N.T.S

8'

2% MAX 3:1

VARIES

12'

6%

2'5'

TYPICAL SECTION 4

N.T.S

8'

6.5' 7.65'

2% MAX

2:1

8'

VARIES

12'

2%

6'5'

TYPICAL SECTION 5

N.T.S

2% MAX

C200

TYPICAL SECTION

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-200SP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-2 sp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

WM

WV

WV

WV

W W

T

EBX

EBX

EBX

ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZ

828 826

822 820

816 814

810 808

8 796

810812 80

81882 082282

4826828

W

ILLO

W

IC

K D R

IVE

(PR

IVATE)

PL

P L

TR

IBU

TAR

Y TO

PO

LE

BR

ID

G E C

R

EEK

XXX

X X

X X

X X

X X

X

XXXX

X X

X

XX

X

X X

XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

FAIRINGTON ROAD FAIRINGTON ROAD

FAIRINGTON ROAD

C C C C C C C C F F F F F F F F F F F F F F

F

F

C

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

X

XX

X

810820 80680881281481681882

782784786

784786

79079279479

780782784786

-4+45 -4+00 -3+00 -2+00 -1+00 0+00

1+00 2+00

3+00 4+00 4+46

-4+45 -4+00

-5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

6.

6.

5.

5.

4.

4.

3.

3.

2.

2.

0.

0.

8.

8.

7.

7.

5.

5.

4.

4.

2.

2.

1.

1.

9.

9.

7.

7.

6.

6.

5.

5.

3.

3.

2.

2.

0.

0.

9.

9.

7.

7.

6.

6.

5.

5.

4.

4.

4.

4.

3.

3.

2.

2.

2.

2.

1.

1.

0.

0.

0.

0.

9.

9.

9.

9.

9.

9.

9.

9.

3.5' OBJECT

HEIGHT

3.5' OBJECT

HEIGHT

3.5' OBJECT

HEIGHT

EXISTING

GROUND

EXISTING

GROUND

445 FT LINE OF

SIGHT RIGHT

445 FT LINE OF

SIGHT LEFT

PROPOSED

GRADE

PROPOSED

GRADE

C211

SIGHT DISTANCE PLAN 1

EXHIBIT

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-211-SIGHT DISTANCE2

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-2

-si gh t d ist an ce

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 50 ft.

50 10050

N

SIGHT DISTANCE 1 PROFILE

SCALE: H: 1"=50' V 1"=10'

SIGHT DISTANCE CERTIFICATION

I, THE UNDERSIGNED, HEREBY CERTIFY THE SIGHT DISTANCE FOR THE PROJECT IS

AS SHOWN BELOW. THE REGULATED SPEED LIMIT ON THE APPROACHING

THOROUGHFARE IS 40 MPH. THE DESIGNED SIGHT DISTANCE PROVIDES VISIBILITY OF

445 FEET TO THE LEFT AND 445 FEET TO THE RIGHT. THE SIGHT DISTANCE SHALL BE

MEASURED FROM A POINT OF 15 FEET BEHIND THE EDGE OF PAVEMENT AT AN EYE

LEVEL OF 3.5 FEET AND LOOKING AT AN OBJECT 3.5 FEET ABOVE THE CENTERLINE.

SIGNED _____________________________________________________ DATE 11/07/2024

FAIRINGTON ROAD SPEED LIMIT: 40 MPH

TOTAL LANES: 2

REQUIRED SIGHT DISTANCE LEFT: 445'

PROVIDED SIGHT DISTANCE LEFT: 445'

REQUIRED SIGHT DISTANCE RIGHT: 445'

PROVIDED SIGHT DISTANCE RIGHT: 445'

NOTES:

1. ENTRANCE CONFIGURATION IS EXISTING. ADJUSTMENT

TO THE ROADWAY SHOULDER GRADE ARE PROPOSED IN

THIS PROJECT.

2. EXISTING TOPOGRAPHIC DATA SHOWN IS FROM THE

SURVEY BY KCI.

EBX

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z

Z Z

Z Z

Z Z

Z

ZZZZZZZZZZZZZ

788 792

78478

L.L.

L.L.

GUARD RAIL

PL

TR

IBU

TAR

Y TO

PO

LE

BR

ID

G E C

R

EEK TIBU

R O

N D

R

IVE

(PR

IVATE)

X X

X X

X

XX

XXXXXXXX

XXXXXXX

XX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

FAIRINGTON ROAD

FAIRINGTON ROAD

CURVE #1

CURVE #2

F

F F F F F F F F

F

F F

C

C

C

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

N 1346769.7328 E 2301742.0242

END PROJECT

STATION 32+75

786788 782784786

792 794782

780782784786

-4+45 -4+00

-3+00

-2+00

-1+00

0+00

1+00

2+00

3+00

4+00 4+45

PROVIDE ADEQUATE INTERSECTION SIGHT DISTANCE.

THERE IS INSUFFICIENT SIGHT DISTANCE DUE TO TREE LIMBS

AND/OR OVERGROWN SHRUBS. CONTRACTOR TO TRIM

OVERHANGING TREE LIMBS TO PROVIDE A MINIMUM OF 10-FEET

OF VERTICAL CLEARANCE ABOVE THE EXISTING GROUND AND

REMOVE OR TRIM SHRUBS WITHIN THE SIGHT TRIANGLE SHOWN.

SHRUBS TO BE LOWER THAN 2-FEET TOTAL HEIGHT.

-5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

9.

9.

9.

9.

9.

9.

9.

9.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.

9.

9.

0.

0.

0.

0.

1.

1.

2.

2.

4.

4.

4.

4.

5.

5.

7.

7.

6.

6.

6.

6.

6.

6.

7.

7.

8.

8.

0.

0.

1.

1.

1.

1.

2.

2.

3.

3.

3.

3.

3.5' OBJECT

HEIGHT3.5' OBJECT

HEIGHT

3.5' OBJECT

HEIGHT

EXISTING

GROUND

EXISTING

GROUND

445 FT LINE OF

SIGHT RIGHT

445 FT LINE OF

SIGHT LEFT

PROPOSED

GRADE

PROVIDE ADEQUATE INTERSECTION SIGHT DISTANCE.

THERE IS INSUFFICIENT SIGHT DISTANCE DUE TO TREE

LIMBS AND/OR OVERGROWN SHRUBS. CONTRACTOR

TO TRIM OVERHANGING TREE LIMBS TO PROVIDE A

MINIMUM OF 10-FEET OF VERTICAL CLEARANCE ABOVE

THE EXISTING GROUND AND REMOVE OR TRIM

SHRUBS WITHIN THE SIGHT TRIANGLE SHOWN.

SHRUBS TO BE LOWER THAN 2-FEET TOTAL HEIGHT.

C212

SIGHT DISTANCE PLAN 2

EXHIBIT

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-211-SIGHT DISTANCE2

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-2

-si gh t d ist an ce

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 50 ft.

50 10050

N

SIGHT DISTANCE 2 PROFILE

SCALE: H: 1"=50' V 1"=10'

SIGHT DISTANCE CERTIFICATION

I, THE UNDERSIGNED, HEREBY CERTIFY THE SIGHT DISTANCE FOR THE PROJECT IS

AS SHOWN BELOW. THE REGULATED SPEED LIMIT ON THE APPROACHING

THOROUGHFARE IS 40 MPH. THE DESIGNED SIGHT DISTANCE PROVIDES VISIBILITY OF

445 FEET TO THE LEFT AND 445 FEET TO THE RIGHT. THE SIGHT DISTANCE SHALL BE

MEASURED FROM A POINT OF 15 FEET BEHIND THE EDGE OF PAVEMENT AT AN EYE

LEVEL OF 3.5 FEET AND LOOKING AT AN OBJECT 3.5 FEET ABOVE THE CENTERLINE.

SIGNED _____________________________________________________ DATE 11/07/2024

FAIRINGTON ROAD SPEED LIMIT: 40 MPH

TOTAL LANES: 2

REQUIRED SIGHT DISTANCE LEFT: 445'

PROVIDED SIGHT DISTANCE LEFT: 445'

REQUIRED SIGHT DISTANCE RIGHT: 445'

PROVIDED SIGHT DISTANCE RIGHT: 445'

NOTES:

1. ENTRANCE CONFIGURATION IS EXISTING. ADJUSTMENT

TO THE ROADWAY SHOULDER GRADE ARE PROPOSED IN

THIS PROJECT.

2. EXISTING TOPOGRAPHIC DATA SHOWN IS FROM THE

SURVEY BY KCI.

NOTE: SEE RIGHT-OF-WAY CLEARING REQUIREMENTS ABOVE.

DEL/5/8" REBAR W/ CAP

806.95

DEL/5/8" REBAR W/ CAP

805.08

DEL/60D NAIL

794.26DEL/60D NAIL

786.67DEL/60D NAIL

793.17

DEL/60D NAIL

810.01

DEL/60D NAIL

828.07

DEL/5/8" REBAR W/ CAP

832.27

DEL/5/8" REBAR W/ CAP

836.12

WM

WV

WV

WV

W W

T

GUARD RAIL

W

ILLO

W

IC

K D R

IVE

(PR

IVATE)

PL

P L

APPROXIMATE R/W OF I-20

TR

IBU

TAR

Y TO

PO

LE

BR

ID

G E C

R

EEK TIBU

R O

N D

R

IVE

(PR

IVATE)

A1A2A3

X

X

X X

XXXXX

XXX

X

X X

X

XX

X

X X

XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

FAIRINGTON ROAD FAIRINGTON ROAD

FAIRINGTON ROAD FAIRINGTON ROAD

FAIRINGTON ROAD

CURVE #1

CURVE #2

F F F F C C C C F F F F F F F F F F

C

F

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

X

MA

TC

H

LIN

E

ST

AT

IO

N

+5

MA

TC

H

LIN

E

ST

AT

IO

N

+0

MA

TC

H

LIN

E

ST

AT

IO

N

+0

MA

TC

H

LIN

E

ST

AT

IO

N

+0

C301 C302 C303 C304 C305 N 1346930.9341 E 2299479.4787

N 1346769.7328 E 2301742.0242

END PROJECT

BEGIN PROJECT

S 89° 39' 19.02" E

S 66° 20' 29.93" E

S 75° 34' 06.69" E

CONTROL POINT

TYPICAL

C300

CONSTRUCTION

LAYOUT

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-300GP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 gp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 100 ft.

100 200100

N

CURVE #1

PI STA= 28+04.08

N= 1346920.0801 E= 2301283.5280

DELTA= 14° 05' 12.33"

DEG=5° 02' 08.9"

T= 140.58 L= 279.73 R= 1137.77 e= EXIST

CURVE # 2

PI STA= 30+91.26

N= 1346848.1550 E=2301563.0201

DELTA= 09° 13' 36.77"

DEG= 4° 15' 56.6"

T= 108.81 L= 217.15 R= 1348.44 e= EXIST

832.27

L.L.

L.L.

L.L.

L.L.

APPROXIMATE R/W OF I-20

FAIRINGTON ROAD

F F F F F F F F F F F F F F F F F F F F F F

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

8' G

R

AS

S

ST

R

IP

5' C

O N

C R

ET

E

SI

D

EW

AL

K

N 1346930.9341 E 2299479.4787

PROPOSED

5' CONCRETE

SIDEWALK

CONTRACTOR TO

TIE INTO EXISTING

SIDEWALK.

CONTRACTOR TO

TIE INTO EXISTING

CURB AND GUTTER

BEGIN PROJECT

STATION 10+00

EXISTING R/W LINE

EXISTING EDGE OF

PAVEMENT

CONSTRUCTION

CENTER LINE

TAPER SIDEWALK

0' TO 5'

EXISTING

EDGE OF PAVEMENT

(TYP.)

RESET TEMPORARY

CONSTRUCTION

COORDINATE WITH

OWNER.CONTROL POINT

(TYP)

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION

C301

MAINLINE PLAN

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-301GP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 gp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 20 ft.

20 4020

N

MA

TC

H

LIN

E

ST

AT

IO

N

+5 0 S

EE

S

HE

ET

C

DEL/60D NAIL

810.01DEL/60D NAIL

828.07

T

828 826

822 820

816 814

810812814

81882 082282

4826828

P L

A3

FAIRINGTON ROAD

C C

C C C C C C C C C C C C C C C C C C C C

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

8' G

R

AS

S

ST

R

IP

5' C

O N

C R

ET

E

SI

D

EW

AL

K

S 89° 39' 19.02" E

EXISTING EDGE OF

PAVEMENT

CONSTRUCTION

CENTER LINE

PROPOSED 5'

CONCRETE

SIDEWALK

EXISTING

EDGE OF PAVEMENT

(TYP.)

ADJUST BOX

TO GRADE

TEMPORARY

CONSTRUCTION

SIGN COORDINATE

WITH OWNER.

EX. FH EXISTING FENCE

TO REMIAN

CONTROL POINT

(TYP)

80881281481681882

LIMIT OF

CONSTRUCTIONDO NOT

DISTURB

EX. COMM

STRUCTURE

C302

MAINLINE PLAN

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-301GP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 gp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 20 ft.

20 4020

N

MA

TC

H

LIN

E

ST

AT

IO

N

+5 0 S

EE

S

HE

ET

C

MA

TC

H

LIN

E

ST

AT

IO

N

+0 0 S

EE

S

HE

ET

C

793.17

DEL/60D NAIL

810.01

WM

WV

WV

WV

W W

EBX

EBX

8 796

W

ILLO

W

IC

K D R

IVE

(PR

IVATE)

A1 A2

A3

XXXXXXXX

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

XX

XXXXXXXXXX

X X

X X

X X

X X

XXXX

X

X X

X X

X

XXXX

XXXXXXXXXXXX

FAIRINGTON ROAD

F F F F F F F F F F F F F F F F F F

F

F F

F F

C C

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

X X

X X

XXXXX

X

X X

8' G

R

AS

S

ST

R

IP

5' C

O N

C R

ET

E

SI

D

EW

AL

K

PROPOSED TYPE 2

6"X30" CONCRETE

CURB AND GUTTER

MATCH EXISTING

CURB AND GUTTER

TYPE D

HANDICAP RAMP

(TYP)

PROPOSED

CROSSWALK STRIPING

SEE GDOT DETAIL T11A

(TYP)

EXISTING EDGE OF

PAVEMENT

PROPOSED

5' CONCRETE

SIDEWALK

CONSTRUCTION

CENTER LINEEX.

BUS STOP SIGN

PROP. STORM LINE

PROP. JUNCTION

BOX

RECONSTRUCT

TO JB

PROVIDE 1011 TOP

PROPOSED TYPE 2

6"X30" CONCRETE

CURB AND GUTTER

EXISTING

EDGE OF PAVEMENT

(TYP.)

PROPOSED

EDGE OF PAVEMENT

(TYP.)

DO NOT

DISTURB BOX

SAW CUT AND REMOVE

EXISTING (582.96 SF) OF

ASPHALT

SAW CUT AND REMOVE

EXISTING (433.68SF) OF

ASPHALT

PROP.

" STOP"

SIGN R1-1 36"X36"

REMOVE AND REPLACE

EXISTING CURB & GUTTER

REMOVE AND REPLACE

EXISTING CURB & GUTTER

SAW CUT AND REMOVE

31LF OF EXISTING

CURB & GUTTER

AND INSTALL NEW ASPHALT

PROP.

+/- 110 SF ASPHALT

PAVING

SAW CUT AND

REMOVE EXISTING

CURB

MATCH EXISTING

CURB AND GUTTER

ADJUST WV

TO GRADE

EXISTING

FENCE TO

REMAIN

TEMPORARY

CONSTRUCTI0N SIGN

COORDINATE WITH

OWNER.

CONTROL POINT

(TYP)

GUARDRAIL

TERMINAL TYPE 12A

806808 790

LIMIT OF

CONSTRUCTION

CONTRACTOR

TO CLEAR

DEBRIS AROUND

THE EX. PIPE.

6'X14' CONC. PAD

FOR FUTURE

MARTA BUS

SHELTER

8'X8'

CONC.PAD

8'X10' CONC.PAD

6'

SEE MARTA NOTES.

SEE TYPICAL SECTION #5

FOR MARTA BUS PAD

CONSTRUCTION.

SEE SHEET C505 FOR

MARTA DETAILS.

18'

R

' R 35'

PROPOSED

5" WHITE EDGE LINE.

(TYP)

PROPOSED

5" WHITE EDGE LINE.

(TYP)

PROPOSED 6"X30"

CONCRETE

CURB AND

GUTTER

R1'

CURB & GUTTER

TRANSITION BACK TO

GRADE SEE DETAIL (TYP.)

PROPOSED

24" WHITE STOP BAR

(TYP.)

C303

MAINLINE PLAN

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-301GP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 gp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 20 ft.

20 4020

N

MA

TC

H

LIN

E

ST

AT

IO

N

+0 0 S

EE

S

HE

ET

C

MA

TC

H

LIN

E

ST

AT

IO

N

+0 0 S

EE

S

HE

ET

C

MARTA NOTES

1. CONTRACTOR TO CONTACT MARTA TO COORDINATE

CONSTRUCTION AND RESET OF THE SIGNS.

2. CONTRACTOR TO CONTACT MARTA AT LEAST THREE

WEEKS IN ADVANCE BEFORE COMMENCEMENT OF

CONSTRUCTION.

3. MARTA CONTACT: CORENTIN AUGUIN

EMAIL : CAUGUIN@ITSMARTA.COM

T:(404)848-4117

786.67

EBX

78478

P L

TR

IBU

TAR

Y TO

PO

LE

BR

ID

G E C

R

EEK

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

FAIRINGTON ROAD CURVE #1

F F F F F F F F F F F F F F F F F

F F F F F F F F F F F F F F

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

8' G

R

AS

S

ST

R

IP

5' C

O N

C R

ET

E

SI

D

EW

AL

K

R

.7

7'

PROPOSED

5' CONCRETE

SIDEWALK

EXISTING EDGE OF

PAVEMENT

CONSTRUCTION

CENTER LINE

6'X14' CONC. PAD

MARTA SHELTER

EXISTING

EDGE OF PAVEMENT

(TYP.)

EXISTING

EDGE OF PAVEMENT

(TYP.)

ADJUST BOX

TO GRADE

REMOVE AND

REPLACE EXISTING

GUARDRAIL

PROPOSED

GUARDRAIL

BEGIN GUARDRAIL

STATION 23+13

END GUARDRAIL

STATION 27+48

GUARDRAIL

TERMINAL TYPE 12A

792782

25' STREAM

BUFFER

END HANDRAIL

STATION: 25+80

START HANDRAIL

STATION: 25+00

LIMIT OF

CONSTRUCTION

LIMIT OF

CONSTRUCTION

RAISE

EX. HEADWALL 1FT.

SEE DETAIL 9031L

DOUBLE 9' x7'

CULVERT

SEE MARTA NOTES.

SEE TYPICAL SECTION #5

FOR MARTA BUS

PAD CONSTRUCTION.

SEE SHEET C505 FOR

MARTA DETAIL.

C304

MAINLINE PLAN

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-301GP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 gp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 20 ft.

20 4020

N

MA

TC

H

LIN

E

ST

AT

IO

N

+0 0 S

EE

S

HE

ET

C

MA

TC

H

LIN

E

ST

AT

IO

N

+0 0 S

EE

S

HE

ET

C

805.08

DEL/60D NAIL

794.26

788 792

L.L.

L.L.

GUARD RAIL

TIBU

R

O N

D R

IVE

(PR

IVATE)

X X

X X

X X

X X

X X

X X

X X

XX

XX

XXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXX

XXX

X X

X

XXX

X X

FAIRINGTON ROAD

CURVE #2

F

F

F

F

F F F F F

F F

F F

C

C

C

C

C

C

C

C

C

F

F

F

(40 MPH STATE ROUTE 402 I-20 ADDITIONAL R/W)

8' G

RA

SS

ST

RI

P

5' C

O

NC

RE

TE

SI

DE

W

AL

K N 1346769.7328 E 2301742.0242

S 66° 20' 29.93" E

S 75° 34' 06.69" E

R

.4

4'

R

.7

7'

MATCH EXISTING

CURB AND GUTTER

TYPE D

HANDICAP RAMP

(TYP)

PROP. "STOP"

SIGN R1-1

36"X36"

PROPOSED

CROSSWALK STRIPING

SEE GDOT DETAIL T11A

(TYP)

EXISTING EDGE OF

PAVEMENT

CONSTRUCTION

CENTER LINE

6'X14' CONC. PAD

FOR FUTURE

MARTA SHELTER

RELOCATE EX.

BUS STOP SIGN

END PROJECT

STATION 32+75

8'X8'

CONC.PAD

PROPOSED 6"X30" CONCRETE

CURB AND GUTTER

PROPOSED

EDGE OF PAVEMENT

(TYP.)

EXISTING

EDGE OF PAVEMENT

(TYP.)

SAW CUT AND REMOVE

EXISTING (529.87SF) OF

ASPHALT

SAW CUT AND REMOVE

EXISTING (390.95 SF) OF

ASPHALT

REMOVE AND REPLACE

EXISTING CURB & GUTTER

REMOVE AND REPLACE

EXISTING CURB & GUTTER

GUARDRAIL

TERMINAL TYPE 12A

DO NOT DISTURB

EXISTING

MONUMENT SIGN

DO NOT

DISTURB

COMMUNICATION

BOX

792 794

LIMIT OF

CONSTRUCTION

TEMPORARY

CONSTRUCTION

SIGN COORDINATE

WITH OWNER.

SAW CUT AND REMOVE

EXISTING (527SF) OF

ASPHALT

R1

6.

R

.4

4'

8'X10'

CONC.PAD

6'

SEE MARTA NOTES.

SEE TYPICAL SECTION #5

FOR MARTA BUS PAD CONSTRUCTION.

SEE SHEET C505 FOR MARTA DETAIL.

SEE MARTA NOTES.

SEE TYPICAL SECTION #5

FOR MARTA BUS

PAD CONSTRUCTION.

SEE SHEET C505 FOR

MARTA DETAIL.

18'

R

.7

7'

CURB & GUTTER

TRANSITION BACK TO

GRADE SEE DETAIL (TYP.)

CURB & GUTTER

TRANSITION BACK TO

GRADE SEE DETAIL (TYP.)

PROPOSED

5" WHITE EDGE LINE.

(TYP)

PROPOSED

5" WHITE EDGE LINE.

(TYP)

R35'

R30'

PROPOSED

5" WHITE EDGE LINE.

(TYP)

PROVIDE ADEQUATE INTERSECTION SIGHT DISTANCE.

THERE IS INSUFFICIENT SIGHT DISTANCE DUE TO TREE

LIMBS AND/OR OVERGROWN SHRUBS. CONTRACTOR

TO TRIM OVERHANGING TREE LIMBS TO PROVIDE A

MINIMUM OF 10-FEET OF VERTICAL CLEARANCE ABOVE

THE EXISTING GROUND AND REMOVE OR TRIM SHRUBS

WITHIN THE SIGHT TRIANGLE SHOWN.

SHRUBS TO BE LOWER THAN 2-FEET TOTAL HEIGHT.

SEE SHEET C211 & C212

PROVIDE ADEQUATE INTERSECTION SIGHT DISTANCE.

THERE IS INSUFFICIENT SIGHT DISTANCE DUE TO TREE

LIMBS AND/OR OVERGROWN SHRUBS. CONTRACTOR

TO TRIM OVERHANGING TREE LIMBS TO PROVIDE A

MINIMUM OF 10-FEET OF VERTICAL CLEARANCE ABOVE

THE EXISTING GROUND AND REMOVE OR TRIM SHRUBS

WITHIN THE SIGHT TRIANGLE SHOWN.

SHRUBS TO BE LOWER THAN 2-FEET TOTAL HEIGHT.

SEE SHEET C211 & C212

C305

MAINLINE PLAN

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-301GP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 gp

.1

1.

:4

2:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

PROFESSIONAL

REENIGNE

( IN FEET )

GRAPHIC SCALE

1 inch = 20 ft.

20 4020

N

MA

TC

H

LIN

E

ST

AT

IO

N

+0 0 S

EE

S

HE

ET

C

MARTA NOTES

1. CONTRACTOR TO CONTACT MARTA TO COORDINATE

CONSTRUCTION AND RESET OF THE SIGNS.

2. CONTRACTOR TO CONTACT MARTA AT LEAST THREE WEEKS

IN ADVANCE BEFORE COMMENCEMENT OF CONSTRUCTION.

3. MARTA CONTACT: CORENTIN AUGUIN

EMAIL : CAUGUIN@ITSMARTA.COM

T:(404)848-4117

-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00

6.

7.

8.

9.

9.

0.

1.

1.

3.

3.

3.

4.

4.

5.

5.

6.

6.

7.

7.

7.

7.

6.

A3 GDOT 1120 FES (Concrete)

RIM=807.21

INV OUT=805.50

DEPTH=???

8 LF OF RCP @ 2.57%

MAX COVER: 0.80

MIN COVER: -0.20

A2

AD

JU

ST

T

O G

R

AD

E Ju nc tio n Bo x R

IM

=8

.8

IN

V

IN

=8

.3

IN

V

O U

T=

5.

D

EP

TH

=2

.8A1

AD

JU

ST

T

O G

R

AD

E

PR

O

VI

D E

N

EW

L

ID

Ju nc tio n

Bo x

R

IM

=8

.3

IN

V

IN

=8

.6

(A

2)

IN

V O

U T=

0.

D

EP

TH

=3 .7

EXISTING GROUND

PROPOSED GRADE

COMM

COMM

COMM

C311

STORM DRAIN

PROFILES

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-311DP

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 dp

.1

1.

:4

6:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

10+00.00

0 10 20 30 40 50 60 700-10

10+50.00

0 10 20 30 40 50 60 700-10

11+00.00

0 10 20 30 40 50 60 700-10

11+50.00

0 10 20 30 40 50 60 700-10

12+00.00

0 10 20 30 40 50 60 700-10

12+50.00

0 10 20 30 40 50 60 700-10

13+00.00

0 10 20 30 40 50 60 700-10

13+50.00

0 10 20 30 40 50 60 700-10

14+00.00

0 10 20 30 40 50 60 700-10

C321

CROSS SECTIONS

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-321PR

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 pr

.1

1.

:4

9:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

14+50.00

0 10 20 30 40 50 60 700-10

15+00.00

0 10 20 30 40 50 60 700-10

15+50.00

0 10 20 30 40 50 60 700-10

16+00.00

0 10 20 30 40 50 60 700-10

16+50.00

0 10 20 30 40 50 60 700-10

17+00.00

0 10 20 30 40 50 60 700-10

17+50.00

0 10 20 30 40 50 60 700-10

18+00.00

0 10 20 30 40 50 60 700-10

18+50.00

0 10 20 30 40 50 60 700-10

C322

CROSS SECTIONS

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-321PR

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_ file s\

2c

-3 pr

.1

1.

:4

9:

P M

Tel:

www.stantec.com

Stantec Consulting Services Inc.

229 PEACHTREE ST NE #1900

ATLANTA, GA 30303

(770) 493-0450

A

B

C

D

1 2 3 4 5

CITY OF STONECREST

FAIRINGTON ROAD SIDEWALK

CITY OF STONECREST, GA

234300052

2024.02.14

DEVELOPER / CLIENT: CITY OF STONECREST

CONTACT: HARI KARIKARAN

24 HOUR CONTACT:HARI KARIKARAN

PHONE: (770) 224-0200

EMAIL: HKARIKARAN@STONECRESTGA.GOV

AS SHOWN

DMDM WN

R

EG I STEREDGEORG I A

NO. 32190

K

EV IN WAYNE CLARK

19+00.00

0 10 20 30 40 50 60 700-10

19+50.00

0 10 20 30 40 50 60 700-10

20+00.00

0 10 20 30 40 50 60 700-10

20+50.00

0 10 20 30 40 50 60 700-10

21+00.00

0 10 20 30 40 50 60 700-10

21+50.00

0 10 20 30 40 50 60 700-10

22+00.00

0 10 20 30 40 50 60 700-10

22+50.00

0 10 20 30 40 50 60 700-10

23+00.00

0 10 20 30 40 50 60 700-10

C323

CROSS SECTIONS

Project No. Scale

Revision Drawing No.Sheet

Title

Client/Project

Client/Project Logo

Permit/Seal

Issued

Revision

Consultant

Copyright Reserved

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Dsgn. Chkd. YYYY.MM.DDDwn.

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing

- any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

File Name: 00052C-321PR

ORIGINAL SHEET - ARCH D

us

-p pf ss

\s ha re d_ pr oj ec ts\

2\ ci vil \d ra w in g\ sh ee t_…