Plans _ Exhibit 1.pdf

PDF 20 MB Posted Jan 11, 2024

Attached to: 2358-B Kiwanis Park Pickleball Court Construction
Solicitation number: PE-65600-NONST-2024-000000034
Issued by: Dodge County, Georgia

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Sheet List Table Sheet Title Sheet Number

COVER SHEET G-001

SURVEY V-001

GENERAL CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS C-001

DEMOLITION PLAN CD101

SITE PLAN CS101

SITE LAYOUT PLAN CS201

EROSION AND SEDIMENT CONTROL NOTES AND

LEGEND CE001

EROSION AND SEDIMENT CONTROL NOTES AND

LEGEND CE002

GRADING, PROFILE, AND EROSION CONTROL PLAN CG101

EROSION AND SEDIMENT CONTROL DETAILS CE501

EROSION AND SEDIMENT CONTROL DETAILS CE502

EROSION AND SEDIMENT CONTROL DETAILS CE503

SITE DETAILS C-501

SITE DETAILS C-502

SITE DETAILS C-503

SITE DETAILS C-504

LANDSCAPE NOTES L-001

LANDSCAPE PLAN LP101

LANDSCAPE DETAILS L-501

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

FAYETTE COUNTY PARKS AND RECREATION

KIWANIS PARK PICKLEBALL COURTS

CONSTRUCTION DOCUMENTS FOR

APRIL 20, 2023

100% PERMIT SUBMITTAL

FAYETTE COUNTY PROJECT NUMBER: 226AE

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.

DESIGN TEAM

POND AND COMPANY

3500 PARKWAY LANE SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

WEB: www.pondco.com

PROJECT MANAGER:

SYDNEY THOMPSON, PLA

ThompsonS@pondco.com

CLIENT INFORMATION

OWNER CONTACT (24-HR):

ANITA GODBEE

PHONE (770) 716-4321

agodbee@fayettecountyga.gov

CLIENT INFORMATION:

FAYETTE COUNTY PARKS AND RECREATION

140 STONEWALL AVE W

FAYETTEVILLE, GA 30214

LAND LOT 69, 5TH DISTRICT, FAYETTE COUNTY, GA.

PROJECT

SITE

SCALE: NTS

VICINITY MAP

PROJECT DESCRIPTION:

THE COUNTY IS INSTALLING FOUR (4) PICKLEBALL COURTS IN KIWANIS PARK.

THE PROJECT DESIGN INCLUDES HARDSCAPE, GRADING, AND

INFRASTRUCTURE ASSOCIATED WITH THE INSTALLATION OF THE COURTS. AS

WELL AS REQUIRED EROSION, SEDIMENTATION, AND POLLUTION CONTROL.

PROJECT INFORMATION:

DISTURBED AREA: 0.72 ACRES

REFERENCE DATUM: NAD 1983 (2011)- STATE PLANE COORDINATE SYSTEM OF

GEORGIA - WEST ZONE. VERTICAL IS NAVD 1988.

PROJECT SPECIFICATION:

THE CONTRACTOR SHALL REFER TO AND USE THE SUPPLIED COUNTY

PROJECT SPECIFICATIONS.

\A C

R \R

U R

\P R

\F Y2

\0 4.

-0

H O

O N

, S

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

COVER

SHEET

G-001DESIGN PROFESSIONAL:

MATTHEW FELTS, P.E.

LEVEL II CERTIFICATION

No.: 0000087020

EXPIRES : 05/01/2025

CIVIL ENGINEER

MATTHEW FELTS, P.E.

FeltsM@pondco.com

PROJECT SITE

SCALE: NTS

FEMA FLOOD MAP- 13113C0111E EFFECTIVE DATE 09/26/2008

T C

ETIHCRAEPACSD

A No. 001801

PROFESSIONAL

DERE

REGIST

04/12/2023

EXHIBIT 1

V-001

8"RCP

EXISTING 8" PVC MAIN

PER COUNTY MARK-UPS.

CIVIL GENERAL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY,

STATE, AND FEDERAL REGULATIONS APPLICABLE TO

CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION

SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM

ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY

FAYETTE COUNTY. WHERE CONFLICTS OR OMISSIONS EXIST,

FAYETTE COUNTY STANDARDS SHALL DICTATE.

SUBSTITUTIONS AND DEVIATION FROM PLANS AND

SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN

APPROVAL HAS BEEN ISSUED BY FAYETTE COUNTY .

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES,

CENTERLINE OF UTILITY, CENTER OF MANHOLE OR CATCH

BASIN, CENTERLINE OF ROAD, FACE OF BUILDING, FACE OF

CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS

OTHERWISE NOTED.

4. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS

REQUIRED BY LOCAL, STATE, AND FEDERAL REQUIREMENTS.

5. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE

PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED

LANDFILL CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

6. NO BURNING IS ALLOWED ON FAYETTE COUNTY.

7. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES

AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH

WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.

8. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED

FLUSH WITH EXISTING, WITH NO PONDING OF STORMWATER,

UNLESS NOTED OTHERWISE.

9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND

TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF

SURROUNDING WATERS SHALL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,

COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL

DISCREPANCIES TO THE ATTENTION OF FAYETTE COUNTY .

11. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WITH THE GEORGIA DEPARTMENT OF

TRANSPORTATION (GDOT).

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH

THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN

CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR SHALL

NOTIFY FAYETTE COUNTY .

13. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE

STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.

EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF

OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. ANY SOIL

REMOVED FROM FAYETTE COUNTY AND RELOCATED OR

REUSED IS REQUIRED TO BE TESTED IN ACCORDANCE WITH

FAYETTE COUNTY SOIL REUSE POLICY.

14. THE LOCATION OF ALL EXISTING UTILITIES AND STORM

DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED

FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR

THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR

ANY RELOCATION OF THESE UTILITIES WITH FAYETTE COUNTY .

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING

UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR

LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH

INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF FAYETTE COUNTY . ANY FEES

ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY

THE CONTRACTOR IN ACCORDANCE WITH RESPECTIVE UTILITY

COMPANY STANDARDS. THE CONTRACTOR SHALL COORDINATE

DISCONNECTION OF EXISTING UTILITIES WITH THE

APPROPRIATE UTILITY PROVIDER.

15. UTILITIES INDICATED SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE

SPECIFICATIONS. GRADING SHALL BE AS INDICATED, AND

SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF

WATER, READY TO RECEIVE PLANTING MATERIALS OR

GRASSING.

16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO

CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN

UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY

OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,

STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE

REQUIREMENTS, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE

ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY

WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL

AND STORMWATER POLLUTION PREVENTION REQUIREMENTS

CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT

PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR

BETTER CONDITION PRIOR TO THE COMPLETION OF THE

PROJECT AS DETERMINED BY FAYETTE COUNTY .

19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE,

TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING,

SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

21. PROTECT ALL EXISTING FEATURES AND EXISTING

LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED DURING

THE PERFORMANCE OF THE WORK WILL BE RESTORED TO

ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH

WILL REMAIN.

22. EACH SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

23. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT

SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT APPLY

TO THAT SHEET.

CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS

ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS

TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK

OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT

OF WORK. THIS WORK MUST BE PERFORMED BY LICENSED &

REGISTERED GEORGIA LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH

CONTRACTOR'S SCHEDULE, LOGISTICS PLAN (APPROVED BY

FAYETTE COUNTY ), EROSION, SEDIMENTATION AND POLLUTION

CONTROL PLAN PRIOR TO WORK.

CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL

NECESSARY BARRICADES AROUND THE WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND

COORDINATED WITH THE ARCHITECTURAL PLANS.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP

SYMBOLS, PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE

PAINTED ON PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT GDOT

STANDARDS AND SPECIFICATIONS.

5. THE PROPERTY IS NOT LOCATED IN A 100 YEAR FLOOD HAZARD

AREA BASED ON THE FLOOD INSURANCE RATE MAP FOR THIS

AREA. THE MAP NUMBER FOR THIS AREA IS 13067C0119H AND

THE DATE OF SAID MAP IS 03/04/2013. SEE G-001 FOR FEMA MAP.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO

PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN

RAINS, AND FOR ALL FINISHED GRADING. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING

OR EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT

AND EROSION CONTROL MEASURES DAILY AND DURING

PROLONGED PERIODS OF CONTINUOUS RAINFALL EVENTS TO

ENSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY.

DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC

MATTER AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT

ACCEPTANCE, AND SHALL SMOOTH THE GROUND SURFACE

WHERE THE FENCE WAS REMOVED THEN MULCH OR SEED &

STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL

SURVEY BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED

FOR CONSTRUCTION, CONTRACTOR SHALL RELOCATE

BENCHMARK AND PROVIDE NEW DATA ON AS-BUlLTS.

6. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE

PLANS).

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

DESIGN PROFESSIONAL FOR THIS PROJECT IS:

POND

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: SYDNEY THOMPSON

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

CIVIL ABBREVIATIONS

@ AT

& AND

AGG. AGGREGATE

& AND

ALT ALTERNATE

B&B ??L-501

BLDG BUILDING

CAL CALIPER

CH CHAINLINK

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CERTIFICATE OF OCCUPANCY

CONC CONCRETE

CRZ CONTAMINATE REDUCTION ZONE

DI DROP INLET

DBH DIAMETER AT BREAST HEIGHT

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FT FEET

GAL GALLON

G.C. GENERAL CONTRACTOR

GV GAS VALVE

HDPE HIGH-DENSITY POLYETHYLENE

HT HEIGHT

ISA INTERNATIONAL SOCIETY OF

ARBORICULTURE

INV INVERT

HORZ HORIZONTAL

HYD HYDRANT

ICV IRRIGATION CONTROL VALVE

JB JUNCTION BOX

JT. JOINT

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MM MILLIMETER

N.T.S. NOT TO SCALE

OR ORANGE

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RB&C REBAR AND CAP

RCP REINFORCED CONCRETE PIPE

RFI REQUEST FOR INFORMATION

SF SQUARE FEET

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SWCB SINGLE WING CATCH BASIN

T TELECOMMUNICATION

TPF TREE PROTECTION FENCE

TYP TYPICAL

UFO UNDERGROUND FIBER-OPTIC

VERT VERTICAL

W WATER

W/ WITH

WWM WELDED WIRE MESH

WV WATER VALVE

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

TRANSFORMER

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATION MANHOLET

WATER METER

POWER POLE

LIGHT POLE

GAS VALVEGV

NEW DESCRIPTION

RIP RAP

STORM DRAIN PIPE

GAS LINE

LIMITS OF DISTURBANCE

1' CONTOUR

35 5' CONTOUR

SPOT ELEVATION

SURFACE FLOW DIRECTION

WATER VALVE

SYMBOLS LEGEND

EXISTING

3 33

SILT FENCESF

TREE PROTECTION FENCE

TREE

DOUBLE WING CATCH BASIN

SANITARY SEWER MANHOLES

FLARED END SECTION

SIGN

N/A

SANITARY SEWER CLEANOUTCO

N/A

N/A DRAINAGE SWALE

POST INDICATOR VALVEN/A

N/A

CHAINLINK FENCEX XX X X X X

N/A E

N/A

TPF

N/A

REDUCERN/A

UC N/A

UNDERGROUND FIBER OPTICFO N/A

W WATER MAIN - DOMESTICW

N/A

18"P

N/A

W MONITORING WELL

HEADWALL

JUNCTION BOXN/A

ELEV

DROP INLETN/A

GRATE INLETN/A GI

JUNCTION BOXJBN/A

UNDER DRAINSUD

NUMBER OF PARKING SPACES

DEMOLISH AND REMOVE

EXISTING ASPHALT AND

CONCRETE PAVEMENT

DEMOLISH SITE UTILITY

X DEMOLISH SITE FEATURE

N/A

MAIL BOX

N/A

ELEV

UNDERGROUND ROOF DRAIN PIPE

SANITARY SEWER LINE - GRAVITY

WATER MAIN - FIRE

PROTECTION

FIRE DEPARTMENT

CONNECTION

UNDERGROUND

COMMUNICATION

FIRE HYDRANT

N/A

SPOT ELEVATION

LOD

PROPERTY LINE

\A C

R \R

U R

\P R

\F Y2

\0 4.

-0

B Y:

T H

O M

N , S

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

GENERAL

CIVIL NOTES,

LEGENDS,

AND

ABBREVIATIONS

C-001

X X

:9901 :1245081.2270 :2205213.9837 :883.02

DOGS ON LEASH

9"MAG

33" PINE

15"HW

13\18"MAG

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

LEGENDS ON REDWINE

GREENSPACE

PB. 42 PG. 45

TPID# 0517 3019

ASPHALT

DRIVE

ASPHALT

DRIVE

TENNIS

COURT

RULES

DOGS ON

LEASH

28" OAK

34" OAK

23" OAK

17/10/8" HW

9" PINE

11" PINE

13" PINE

10" PINE

18" PINE

12" PINE

6" PINE

8" PINE

6" PINE

9" PINE

12" PINE

6" PINE

8"RCP

EXISTING 8" PVC MAIN PER

COUNTY MARK-UPS.

TPF

TPF OR TPF OR

TPF

SCALE: 1" = 20'

20 20 40

SCALE:1 DEMOLITION PLAN

1" = 20'

\A C

R \R

U R

\P R

\F Y2

\0 4.

H O

O N

, S

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

EXISTING TENNIS COURT FENCE TO REMAIN AND

BE PROTECTED THROUGHOUT CONSTRUCTION

EXISTING ELECTRICAL BOX TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION.

CONTRACTOR TO FIELD LOCATE ELECTRICAL LINES. LINES SHALL BE REROUTED IF LOCATED

BENEATH PROPOSED PICKLEBALL LOCATION

EXISTING ELECTRICAL

TRANSFORMER, LINES, AND BOX TO

REMAIN AND BE PROTECTED

THROUGHOUT

CONSTRUCTION. CONTRACTOR TO

FIELD LOCATE ELECTRICAL LINES.

LINES SHALL BE REROUTED IF

LOCATED BENEATH PROPOSED

PICKLEBALL LOCATION

EXISTING SEWER INFRASTRUCTURE TO

REMAIN AND BE PROTECTED

THROUGHOUT CONSTRUCTION

EXISTING PUMP HOUSE, WELL AND ABANDONED

UNDERGROUND LINES TO BE DEMOLISHED

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.

RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH

EXISTING CONDITIONS OR PER REQUIREMENTS OF NEW WORK,

WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR

TO COMMENCEMENT OR CONCURRENT WITH DEMOLITION.

3. ALL LAND DISTURBANCE TO BE STABILIZED WITH VEGETATION UPON

COMPLETION OF DEMOLITION.

4. ALL TREES TO REMAIN AND HAVE PROPER PROTECTION UNLESS

APPROVED PLANS INDICATE OTHERWISE

5. ALL DEMOLITION DEBRIS TO BE HAULED OFF SITE.

6. DUMPSTERS AND TEMPORARY SANITARY FACILITIES SHALL NOT BE

LOCATED IN THE STREET OR TREE PROTECTION AREA OR OTHER

RIGHT-OF-WAY.

7. TREE PROTECTION FENCING WILL BE INSTALLED PRIOR TO ANY

LAND DISTURBING ACTIVITIES, AND MAINTAINED UNTIL FINAL

LANDSCAPING. NO PARKING, STORAGE, OR OTHER CONSTRUCTION

ACTIVITIES TO OCCUR WITHIN TREE PROTECTION AREAS. REMOVAL

OR DAMAGE OF TREES DESIGNATED AS SAVE WILL RESULT IN A

COURT SUMMONS AND WILL REQUIRE RECOMPENSE WITH 4 INCH

CALIPER TREES # TO BE DETERMINED PER INCIDENT.

8. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS BASED ON

A SITE SURVEY BY TERRAMARK PROFESSIONAL LAND SURVEYING,

DATED APRIL 15, 2022 AND REVISITED APRIL 26,2022. ADDITIONAL

UTILITIES NOT SHOWN IN THIS PLAN MAY BE ENCOUNTERED DURING

CONSTRUCTION. CONTRACTOR TO VERIFY THE LOCATION OF ALL

UTILITIES PRIOR TO SITE DEMOLITION.

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGENDS,

AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. SITE PLAN HATCHES FOR IDENTIFICATION ONLY. HATCH DOES NOT

REPRESENT PAVING PATTERN OR DESIRED LAYOUT AND

ORIENTATION.

4. THE CONTRACTOR BARES ALL RESPONSIBILITY FOR VERIFYING

ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, WALKS AND

CURBS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO

BEFORE MENTIONED INFRASTRUCTURE THAT ARE TO REMAIN

SHALL BE PREPARED IMMEDIATELY AT NO EXPENSE TO THE

OWNER. POND ASSUMES NO RESPONSIBILITY FOR ANY UTILITIES

NOT SHOWN ON PLANS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES PER

DRAWINGS AND SPECIFICATIONS, ANY QUANTITIES PROVIDED BY

POND ARE FOR CONVENIENCE ONLY. NOTIFY OWNER

REPRESENTATIVE OF ANY DISCREPANCIES.

6. DETAILS DENOTED AS "TYP." IN THE TITLE BLOCK SHALL APPLY TO

ALL APPLICABLE APPLICATIONS UNLESS NOTED OTHERWISE.

7. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS,

OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION,

THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE OWNER

REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK.

ORANGE TREE PROTECTION FENCE - SEE DETAIL XXX

EXISTING TREE TO REMAIN, TYP.

CRITICAL ROOT ZONE (CRZ), TYP.

LIMITS OF DISTURBANCE, TYP.

EXISTING CHAIN LINK FENCE TO BE DEMOLISHED

EXISTING CONCRETE WALKWAY TO BE DEMOLISHED DEMOLITION

PLAN

CD101

SAWCUT EXISTING

ASPHALT TO PROVIDE A

CLEAN EDGE FOR FUTURE

CURB/PAVEMENT

PROTECT EXISTING WATER METER/VALVES. EXISTING WATER LINES TO BE FIELD LOCATED

AND PROTECTED DURING CONSTRUCTION - CONTRACTOR TO COORDINATE WITH

MAINTENANCE STAFF ON LINES TO REMAIN

EXISTING TREE TO REMAIN, TYP.

EXISTING TREE TO BE REMOVED, TYP.

GENERAL SHEET NOTES

GENERAL DEMOLITION NOTES

3/L-501

SHEET LEGEND

LOD LIMITS OF DISTURBANCE

EXISTING CONTOUR

PROPOSED CONTOUR

TPF OR TREE PROTECTION FENCE - SEE DETAIL

EXISTING TREE TO REMAIN, TYP.

EXISTING TREE TO BE REMOVED, TYP.

CRITICAL ROOT ZONE, TYP.

3/L-501

EXISTING STRUCTURES TO BE

DEMOLISHED IN ENTIRETY.

DEMOLISH SECTION OF

EXISTING CURB

T C

ETIHCRAEPACSD

A No. 001801

PROFESSIONAL

DERE

REGIST

883 882

881 880

879 878

X X

:9901 :1245081.2270 :2205213.9837 :883.02

33" PINE

13\18"MAG

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

LEGENDS ON REDWINE

GREENSPACE

PB. 42 PG. 45

TPID# 0517 3019

ASPHALT

DRIVE

ASPHALT

DRIVE

TENNIS

COURT

RULES

28" OAK

17/10/8" HW

9" PINE

11" PINE

13" PINE

10" PINE

18" PINE

12" PINE

6" PINE

8" PINE

6" PINE

9" PINE

12" PINE

6" PINE

TPF

O R

TPF

TPF OR TPF OR

TPF

O R

\A C

R \R

U R

\P R

\F Y2

\0 4.

B Y:

T H

O M

N , S

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

SCALE: 1" = 20'

20 20 40

SCALE:1 SITE PLAN

1" = 20'

1. CONCRETE SIDEWALK TO BE INSTALLED FLUSH WITH TOP OF EXISTING CURB -

SEE DETAIL

2. EXISTING TENNIS FACILITIES TO REMAIN

3. ADA ACCESSIBLE PARKING STALL - SEE DETAIL

4. WHEELCHAIR RAMP TYPE B - SEE DETAIL

5. PROPOSED CURB AND GUTTER. IF THERE IS NO EXISTING CURB, TAPER NEW

CURB FROM 6" HIGH TO 0" IN 4 LINEAR FEET- SEE DETAIL

6. 6' HT, 4' W CHAIN LINK SINGLE ACCESS GATE, TYP. - SEE DETAIL

7. CONTRACTOR TO CLEANLY SAWCUT EXISTING ROADWAY AS NEEDED TO

ENSURE NEW PARKING SPACES ARE FLUSH WITH EXISTING ASPHALT ROADWAY.

8. CONCRETE WHEEL STOP, TYP. - SEE DETAIL

9. PICKLEBALL COURT SURFACING - SEE DETAIL

10. ASBA PICKLEBALL COURT STRIPING - SEE DETAIL

11. ASBA PICKLEBALL NET - SEE DETAIL

12. PEDESTRIAN CONCRETE SIDEWALK - SEE DETAIL

13. CLEANLY TIE EXISTING CURB AND GUTTER

14. SEE CG101 FOR GRADING AND DRAINANGE

15. 6' CHAINLINK FENCE AT PICKLE BALL COURT PERIMETER- SEE DETAIL

16. 3' CHAINLINK FENCE AT PICKLEBALL COURT - SEE DETAIL

17. 3' HT, 3' W CHAIN LINK SINGLE ACCESS GATE, TYP. - SEE DETAIL

PROPOSED CONCRETE PAVING - SEE DETAIL

LOD LOD LIMITS OF DISTURBANCE

EXISTING CONTOUR

PROPOSED CURB AND GUTTER - SEE DETAIL

PROPOSED ASPHALT PAVING - SEE DETAIL

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. REFER TO SHEET CD101 FOR TREE REMOVAL AND DEMOLITION PLAN.

4. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR TO

START OF CONSTRUCTION.

SHEET KEYNOTES

GENERAL SHEET NOTES

SHEET LEGEND

PROPOSED CONTOUR

1/C-502

4/C-501

3/C-501

PROPOSED CHAINLINK FENCE - SEE DETAIL

SITE PLAN

CS101

4/C-502 3/C-502

6/C-501

2/C-502

7/C-501

3/C-501

1/C-501

EXISTING TREE TO REMAIN, TYP.

CRITICAL ROOT ZONE, TYP.

4/C-501 5/C-502

5/C-501

TPF OR TREE PROTECTION FENCE - SEE DETAIL3/L-501

1/C-502

1/C-502 2/C-502

T C

ETIHCRAEPACSD

A No. 001801

PROFESSIONAL

DERE

883 882

881 880

879 878

X X

:9901 :1245081.2270 :2205213.9837 :883.02

33" PINE

13\18"MAG

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

LEGENDS ON REDWINE

GREENSPACE

PB. 42 PG. 45

TPID# 0517 3019

ASPHALT

DRIVE

ASPHALT

DRIVE

28" OAK

17/10/8" HW

9" PINE

11" PINE

13" PINE

10" PINE

18" PINE

12" PINE

6" PINE

8" PINE

6" PINE

9" PINE

12" PINE

6" PINE

EXISTING 8" PVC MAIN PER

COUNTY MARK-UPS.

TPF

O R

TPF

TPF OR TPF OR

TPF

O R

N:1245095.81 E:2205521.08

N:1245036.28 E:2205528.53

N:1245075.86 E:2205279.62

N:1245046.58 E:2205353.54

N:1245081.90 E:2205409.94

N:1245028.22 E:2205512.46

N:1245011.42 E:2205420.47

N:1245055.83 E:2205395.06

N:1245157.25 E:2205245.72

N:1245047.31 E:2205348.43

N:1245050.99 E:2205331.84

N:1245153.03 E:2205222.56

5'-5"

6'-0"

9'-0"TYP.

112'-0"

60'-0"

6'-0"

'-6

'-0

N:1245083.32 E:2205270.71

18'-0"

11'-6"

18'-0"6' -0

3' -6

R6"

R5'-0"

N:1245028.04 E:2205356.35

24'-0"

R3'-0"

R 5'

-0

N:1245015.67 E:2205412.19

16'-6"

TYP.

19'-0"

TYP.

9'-0"

TYP.

\A C

R \R

U R

\P R

\F Y2

\0 4.

B Y:

T H

O M

N , S

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

SCALE: 1" = 20'

20 20 40

SCALE:1 LAYOUT PLAN

1" = 20'

1. REFER TO CS101 FOR MORE INFORMATION.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

GENERAL SHEET NOTES

SHEET LEGEND

SITE LAYOUT

PLAN

CS201

PROPOSED CONCRETE PAVING - SEE DETAIL

LOD LOD LIMITS OF DISTURBANCE

EXISTING CONTOUR

PROPOSED CURB AND GUTTER - SEE DETAIL

PROPOSED ASPHALT PAVING - SEE DETAIL

PROPOSED CONTOUR

4/C-501

3/C-501

PROPOSED CHAINLINK FENCE - SEE DETAIL

EXISTING TREE TO REMAIN, TYP.

CRITICAL ROOT ZONE, TYP.

5/C-501

TPF OR TREE PROTECTION FENCE - SEE DETAIL3/L-501

1/C-502

T C

ETIHCRAEPACSD

A No. 001801

PROFESSIONAL

DERE

\A C

R \R

U R

\P R

\F Y2

\0 4.

B Y:

T H

O M

N , S

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

EROSION AND

SEDIMENT

CONTROL

NOTES AND

LEGEND

CE001Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

DESIGN PROFESSIONAL:

MATTHEW FELTS, P.E.

LEVEL II CERTIFICATION

No.: 0000087020

EXPIRES : 05/01/2025

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25- OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND

PERMITS..

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION

404 PERMIT.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR FENCING PRIOR TO

COMMENCEMENT OF ANY LAND DISTURBANCE.

SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL VOLUME.

DISTURBED AREA: 0.71 ACRES

TOTAL SITE AREA: 19 ACRES

24-HOUR EROSION AND SEDIMENT CONTROL CONTACT:

NAME OF RECEIVING WATERS: UNKNOWN TRIBUTARY TO PERRY CREEK (NOT IMPAIRED)

AREA OF ON-SITE WETLANDS: 0 AC

ANITA GODBEE (770) 716-4321

PROPOSED LAND USE:

EXISTING LAND USE: OPEN SPACE ADJACENT TO EXISTING PARK PROGRAMMING ELEMENTS (INCLUDING TENNIS

COURTS, PARKING, AND BASEBALL COURTS.

THE PROJECT CONSIST OF INSTALLING FOUR (4) PICKLEBALL COURTS IN KIWANIS

PARK. THE PROJECT DESIGN INCLUDES HARDSCAPE, GRADING, AND

INFRASTRUCTURE ASSOCIATED WITH THE INSTALLATION OF THE COURTS. AS WELL

AS REQUIRED EROSION SEDIMENTATION, AND POLLUTION CONTROL.

CONTRACTOR: TO BE DETERMINED

GPS COORDINATES OF SITE: 33.42249930961369,-84.46618507872655

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN GENERAL NOTES

OWNER/

PEACHTREE CORNERS, GEORGIA 30092

PHONE: (678) 336-7740

FAX: (678) 336-7744

ENGINEER: POND & COMPANY

3500 PARKWAY LANE, SUITE 500

(IN CONFORMANCE WITH STATE OF GEORGIA GENERAL NPDES PERMIT NO. GAR 100001.)

PRIMARY

PERMITEE:

DESIGN PROFESSIONAL CERTIFICATION:

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.

MATT FELTS, P.E. DATE

GSWCC LEVEL II CERTIFICATION # 0000087020

EXPIRES: 05/01/2025

CONTACT: MATTHEW FELTS, PE

E&S LEVEL II CERTIFICATION # 0000087020 EXPIRES: 05/01/2025

FAYETTE COUNTY PARKS AND RECREATION DEPARTMENT

ANITA GODBEE, DIRECTOR

140 STONEWALL AVE. W.,

FAYETTEVILLE, GA. 30214

PHONE: (770) 716-4321

AGODBEE@FAYETTECOUNTYGA.GOV

PLAN

NORTH

SCALE: NTS

FEMA FLOOD MAP - 13113C0112E

DATED 09/26/2008

THERE ARE NO KNOWN WETLANDS LOCATED WITHIN 200 FEET OF PROJECT AREA.

STATE WATERS DO NOT EXIST WITHIN 200 FEET OF PROJECT AREA.

Altavista sandy loam, 0 to 3 percent slopes

SOILS LEGEND

AkA

SYMBOL DESCRIPTION

SOIL MAP

Appling sandy loam, 2 to 6 percent slopesAmB

ACTIVITY SCHEDULE (FOR PERMITTING REFERENCE ONLY)

ACTIVITY

TIME / 16 WEEKS

654321

INSTALL SILT FENCE, CONSTRUCTION EXIT

PERMANENT SEEDING

7 8 9 10 11 12

CLEARING AND GRUBBING

ROUGH GRADING OPERATIONS

INSTALLATION OF PROPOSED CULVERTS

FINAL PAVING AND GRADING

DEMOLITION OF SURFACE PAVEMENT, OR ANY

OTHER MISCELLANEOUS REQUIRED BMP ,

FENCES, EXISTING CULVERTS AND UTILITY

POLES

INSTALL REMAINDER OF INITIAL PERIMTER

CONTROLS INCLUDING SEDIMENT BASINS,

CHECK DAMS, ROCK DAMS, DIVERSION BERMS,

ROCK FILTER, DOWN DRAINS, INLET SEDIMENT

TRAPS, AND FILTER RINGS,

REMOVAL OF TEMPORARY EROSION

AND SEDIMENT CONTROL MEASURES

MAINTENANCE OF TEMPORARY EROSION

AND SEDIMENT CONTROL MEASURES

13 14 15 16

UTILITY RELOCATION

SITE

Cartecay loam, 0 to 2 percent slopes, frequently floodedCA Cecil sandy loam, 2 to 6 percent slopesCeB Cecil sandy loam, 6 to 10 percent slopesCeC Cecil sandy clay loam, 6 to 10 percent slopes, erodedCfC2 Pacolet sandy loam, 10 to 25 percent slopesPaE WaterW Wehadkee soils, 0 to 2 percent slopes, frequently floodedWH

SITE

\A C

R \R

U R

\P R

\F Y2

\0 4.

B Y:

T H

O M

N , S

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

ST/MF

AB/JU

ST/MF

EROSION AND

SEDIMENT

CONTROL

NOTES AND

LEGEND

CE002Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

STRUCTURAL PRACTICES:

THE STRUCTURAL PRACTICES SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO REDUCE EROSION &

SEDIMENTATION OF DISTURBED AREAS.

SILT FENCE (SD1-TYPE "S"), TEMPORARY SEDIMENT BASINS, AND DIVERSION DITCHES WILL BE INSTALLED PRIOR TO CLEARING AND GRADING OPERATIONS TO KEEP SEDIMENT CONTAINED WITHIN THE SITE AS NECESSARY.

DISTURBED AREA STABILIZATION SHALL BE STABILIZED WITH MULCH (Ds1), TEMPORARY SEEDING (Ds2), AND PERMANENT SEEDING (Ds3) AS NECESSARY. INLET SEDIMENT TRAP PROTECTION WILL BE USED TO HELP PREVENT SEDIMENT FROM ENTERING ANY EXISTING INLETS. SEDIMENT STORAGE OF 67 CY PER DISTURBED

ACRE IS PROVIDED BY TEMPORARY SEDIMENT BASINS.

CRITICAL WORK ZONE:

ALL SLOPES 3:1 OR STEEPER AND HIGHER THAN 5 FEET, AND ALL SLOPES ADJACENT TO BUFFERS SHALL RECEIVE SURFACE ROUGHENING, AND EROSION CONTROL MATTING. SILT FENCING WILL BE USED TO PREVENT SEDIMENT FROM LEAVING THE DISTURBED AREA. INLET PROTECTION WILL BE USED TO PREVENT SEDIMENT

FROM ENTERING THE STORM SEWER.

CONSTRUCTION PERIOD STORM WATER POLLUTANT CONTROL:

SEDIMENTATION AND FUEL SPILLS ARE POTENTIAL SOURCES OF STORM WATER POLLUTION DURING THE CONSTRUCTION PROCESS. THESE POLLUTANTS WILL BE REMOVED AND/OR REDUCED VIA THE BMP'S

CONTAINED WITHIN THIS PLAN

STABILIZATION MEASURES:

THE STABILIZATION MEASURES SHOWN ON THESE PLANS HAVE BEEN DESIGNED TO STABILIZE THE DISTURBED AREAS FOLLOWING THE TEMPORARY OR PERMANENT COMPLETION OF CONSTRUCTION. ALL EXPOSED AREAS SHALL BE STABILIZED WITH TEMPORARY MULCHING (DS1) IMMEDIATELY AFTER TRENCHING IF THEY ARE TO REMAIN INACTIVE FOR 14 DAYS OR MORE. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY (DS2) OR PERMANENT (DS3) VEGETATION AS INDICATED ON THE PLAN. SLOPES GREATER 3:1 ARE TO BE STABILIZED WITH EROSION CONTROL MATTING (MB). DUST CONTROL (DU) SHALL ALSO BE PROVIDED AS NEEDED DURING GRADING ACTIVITIES. SEE EROSION, SEDIMENTATION, AND POLLUTION CONTROL (ESPCP) DETAIL SHEETS FOR

MORE DETAILS REGARDING THESE STABILIZATION MEASURES.

STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR

PERMANENTLY CEASED, EXCEPT:

WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASED IS PRECLUDED BY SNOW COVER OR OTHER ADVERSE WEATHER

CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL.

WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED (E.G. THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE

SITE BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY CEASED.

KEEPING PLANS CURRENT:

THE PRIMARY, SECONDARY OR TERTIARY PERMITTEES, AS APPLICABLE, SHALL AMEND THEIR PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION , OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT (I.E., THOSE BMPS WHERE THE DESIGN IS BASED UPON RAINFALL INTENSITY, DURATION AND RETURN FREQUENCY STORMS) OR IF THE PLAN PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING POLLUTANTS FROM SOURCES IDENTIFIED UNDER PART IV.D.3. OF THIS PERMIT. AMENDMENTS TO THE PLAN MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AS PROVIDED IN THIS PERMIT. SECONDARY PERMITTEES MUST NOTIFY THE PRIMARY PERMITTEE WITHIN 24-HOURS OF BECOMING AWARE OF ANY SUSPECTED BMP DESIGNED DEFICIENCIES WHICH ARE NOT EFFECTIVE IN CONTROLLING THE DISCHARGE OF POLLUTANTS FROM THE SECONDARY PERMITTEE'S SITE. THE PRIMARY PERMITTEE MUST EVALUATE WHETHER THESE DEFICIENCIES EXIST WITHIN 48-HOURS OF SUCH NOTICE, AND IF THESE DEFICIENCIES ARE FOUND TO EXIST MUST AMEND THE PLAN IN ACCORDANCE WITH THIS PARAGRAPH TO ADDRESS THOSE DEFICIENT BMPS WITHIN SEVEN (7) DAYS OF BEING NOTIFIED BY THE SECONDARY PERMITTEE.

WHEN THE PLAN IS AMENDED, THE PRIMARY PERMITTEE MUST NOTIFY AND PROVIDE A COPY OF THE AMENDMENT TO ALL AFFECTED SECONDARY PERMITTEES WITHIN THIS SEVEN (7) DAY PERIOD. THE SECONDARY PERMITTEE(S) MUST IMPLEMENT ANY NEW PLAN REQUIREMENTS AFFECTING THEIR SITE(S) WITHIN 48-HOURS OF NOTIFICATION BY THE PRIMARY PERMITTEE. NOTWITHSTANDING THE FOREGOING, THE PRIMARY OR TERTIARY PERMITTEE REMAINS RESPONSIBLE FOR INSURING THAT THE PLAN, AS APPROPRIATE, MEETS THE

REQUIREMENTS OF THIS PERMIT.

PROPER OPERATION AND MAINTENANCE:

THE PERMITTEE SHALL AT ALL TIMES PROPERLY OPERATE AND MAINTAIN ALL FACILITIES AND SYSTEMS OF TREATMENT AND CONTROL (AND RELATED APPURTENANCES) WHICH ARE INSTALLED OR USED BY THE PERMITTEE TO ACHIEVE COMPLIANCE WITH THE CONDITIONS OF THIS PERMIT AND WITH THE REQUIRED PLANS.

PROPER OPERATION AND MAINTENANCE ALSO INCLUDES ADEQUATE LABORATORY CONTROLS AND

APPROPRIATE QUALITY ASSURANCE PROCEDURES. PROPER OPERATION AND MAINTENANCE REQUIRES THE OPERATION OF BACKUP OR AUXILIARY FACILITIES OR SIMILAR SYSTEMS, INSTALLED BY AN PERMITTEE ONLY

WHEN NECESSARY TO ACHIEVE COMPLIANCE WITH THE CONDITIONS OF THE PERMIT.

EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION AND SEDIMENT CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE.

REFER TO THE DETAILS CONTAINED WITHIN THIS PLAN SET FOR ADDITIONAL MAINTENANCE INSTRUCTION.

NON-STORM WATER DISCHARGES:

NON-STORM WATER DISCHARGES (DISCHARGES FROM FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING, POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHING, IRRIGATION DRAINAGE, AIR CONDITIONING CONDENSATE, SPRINGS, UNCONTAMINATED GROUNDWATER, AND FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS OR POLLUTANTS) THAT ARE COMBINED WITH STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY SHALL BE DISCHARGED TO THE PROPOSED STORM DRAINAGE SYSTEM AND ROUTED THROUGH THE EROSION AND SEDIMENTATION CONTROLS IDENTIFIED WITHIN THIS PLAN. NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF THIS IS NOT

POSSIBLE.

WASTE MATERIALS AND DISPOSAL:

ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER OR OTHER APPROPRIATE WASTE MANAGEMENT FACILITY PERMISSIBLE UNDER GAR PERMIT NO. 100001. WASTE MANAGEMENT FACILITIES SHALL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE WASTE MANAGEMENT FACILITIES. WASTE MANAGEMENT FACILITIES SHALL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH SHALL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WASTE SHALL BE

BURIED ON-SITE.

ALL PERSONNEL SHALL BE INSTRUCTED ON PROPER PROCEDURES FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES SHALL BE POSTED AT THE JOB SITE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SEEING THAT THESE PROCEDURES ARE FOLLOWED.

LOCATE WASTE COLLECTION AREAS AWAY FROM STREETS, GUTTERS, WATERCOURSES AND STORM DRAINS.

WASTE COLLECTION AREAS, SUCH AS DUMPSTERS, ARE OFTEN BEST LOCATED NEAR CONSTRUCTION SITE

ENTRANCES TO MINIMIZE TRAFFIC ON DISTURBED SOILS.

HAZARDOUS WASTES:

ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER AS REQUIRED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOB SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED, SHALL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA SHEETS (MSDS'S) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE SHALL BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. AN MSDS SHALL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS SHALL BE MAINTAINED IN THE EROSION SEDIMENTATION AND POLLUTION CONTROL PLAN (ESPCP) FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO HANDLES A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL

CONTROL TECHNIQUES.

THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN FOUND WITHIN THIS ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES SHALL BE ALLOWED TO COME IN CONTACT WITH STORM WATER DISCHARGES. IF SUCH CONTACT OCCURS, THE STORM WATER DISCHARGE SHALL BE CONTAINED ON SITE UNTIL APPROPRIATE MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH CONTAMINATED STORM WATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF THE

SPCC PLAN.

NOTHING IN THIS PERMIT SHALL BE CONSTRUED TO PRECLUDE THE INSTITUTION OF ANY LEGAL ACTION OR RELIEVE THE PERMITTEE FROM ANY RESPONSIBILITIES, LIABILITIES, OR PENALTIES TO WHICH THE PERMITTEE IS OR MAY BE SUBJECT UNDER THE GEORGIA HAZARDOUS WASTE MANAGEMENT ACT, O.C.G.A. § 12-8-60, ET SEQ.

OR UNDER CHAPTER 14 OF TITLE 12 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED; NOR IS THE OPERATOR RELIEVED FROM ANY RESPONSIBILITIES, LIABILITIES OR PENALTIES TO WHICH THE PERMITTEE IS OR MAY BE

SUBJECT UNDER SECTION 311 OF THE CLEAN WATER ACT OR SECTION 106 OF COMPREHENSIVE

ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT.

SANITARY WASTES:

ALL PERMITTEES SHALL ENSURE THAT THIS PLAN IS IN COMPLIANCE WITH APPLICABLE STATE AND/OR LOCAL

WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEM REGULATIONS.

A MINIMUM OF ONE PORTABLE SANITARY UNIT SHALL BE PROVIDED FOR EVERY TEN (10) WORKERS ON THE SITE.

ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH THE LOCAL STATE REGULATIONS.

ALL SANITARY WASTE UNITS SHALL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT OF BMP'S SHALL BE IMPLEMENTED AS NECESSARY, SUCH AS GRAVEL BAGS OR SPECIFICALLY DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTE FROM CONTRIBUTING TO STORM WATER DISCHARGES. THE LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL PLAN GRADING PHASE BY THE

CONTRACTOR ONCE THE LOCATIONS HAVE BEEN DETERMINED.

OFFSITE VEHICLE TRACKING / DUST CONTROL:

OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, AND SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED OR ELIMINATED TO THE MAXIMUM EXTENT PRACTICAL. A STABILIZED CONSTRUCTION EXIT (CO) SHALL BE PROVIDED TO REDUCE VEHICLE TRACKING OF SEDIMENT. SEE ESPCP PLAN AND DETAIL SHEETS FOR THE CONSTRUCTION EXIT LOCATIONS AND DETAIL. THE PAVED STREET ADJACENT TO THE CONSTRUCTION EXIT SHALL BE INSPECTED DAILY BY A REPRESENTATIVE OF THE SITE CONTRACTOR FOR TRACKING OF MUD, DIRT, OR ROCK. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE SHALL BE COVERED WITH A TARPAULIN. DUST CONTROL (DU) SHALL BE APPLIED AS NECESSARY TO PREVENT SURFACE AND AIR MOVEMENT

OF DUST.

INVENTORY FOR POLLUTION PREVENTION PLAN

THE FOLLOWING MATERIALS ARE EXPECTED TO BE ONSITE DURING CONSTRUCTION: CONCRETE PRODUCTS, ASPHALT, PETROLEUM BASED FUELS AND LUBRICANTS FOR EQUIPMENT, TAR, METAL BUILDING MATERIALS, LUMBER, SHEET ROCK, FLOOR COVERINGS, ELECTRICAL WIRE AND FIXTURES, PAINTS/STAINS/FINISHING TREATMENTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CLEANING SOLVENTS, PESTICIDES, FERTILIZERS, HERBICIDES, CRUSHED STONE, PLASTIC AND METAL PIPES.

SPILL PREVENTION

PRACTICES SUCH AS GOOD HOUSEKEEPING, PROPER HANDLING OF HAZARDOUS PRODUCTS AND PROPER SPILL CONTROL PRACTICES WILL BE FOLLOWED TO REDUCE THE RISK OF SPILLS AND SPILLS FROM DISCHARGING

INTO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

QUANTITIES OF PRODUCTS STORED ONSITE WILL BE LIMITED TO THE AMOUNT NEEDED FOR THE JOB.

A. PRODUCTS AND MATERIALS WILL BE STORED IN A NEAT, ORDERLY MANNER IN APPROPRIATE CONTAINERS

PROTECTED FROM RAINFALL, WHERE POSSIBLE.

B. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH MANUFACTURER LABELS LEGIBLE AND

VISIBLE.

C. PRODUCT MIXING, PRODUCT DISPOSAL, AND DISPOSAL OF PRODUCT CONTAINERS WILL BE ACCORDING TO

THE MANUFACTURER'S RECOMMENDATIONS.

D. THE CONTRACTOR WILL INSPECT SUCH MATERIALS TO ENSURE PROPER USE, STORAGE AND DISPOSAL.

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN GENERAL NOTES

(IN CONFORMANCE WITH STATE OF GEORGIA GENERAL NPDES PERMIT NO. GAR 100001)

PRODUCT SPECIFIC PRACTICES

PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATER, NATURAL DRAINS AND STORM WATER DRAINAGE INLETS.

IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO

PREVENT/MINIMIZE SITE CONTAINMENT. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS REQUIRED BY

LOCAL AND STATE REGULATIONS.

PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED INTO THE STORM WATER COLLECTION SYSTEM.

EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS, AND PRODUCT CONTAINERS WILL BE DISPOSED

ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

CONCRETE/MASONRY - NO CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON SITE. THE CONCRETE PROVIDER HAS RESPONSIBILITY TO ENSURE APPROPRIATE TRAINING HAS BEEN PROVIDED TO THEIR TRUCK DRIVERS, AND MUST PROVIDE APPROPRIATE DETAILS AND RESOURCES TO ENABLE THEM TO COMPLETE A DELIVERY WITHOUT CAUSING POLLUTION. CHUTES, BARRELS, WHEELBARROWS AND OTHER EQUIPMENT MUST BE RINSED IN THE SITE WASH-DOWN AREA. SWEEP OR SHOVEL ANY SPILLS THAT OCCUR AND ALLOW RESIDUE TO SET BEFORE REMOVING. THE HARDENED RESIDUE MAY THEN BE PLACED IN A DESIGNATED CONCRETE/MASONRY RECYCLING BIN ON SITE. DO NOT WASH CONCRETE/MASONRY INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. TRUCKS SHOULD NOT

TRACK ANY CONCRETE OR MUD AND SEDIMENT OFF SITE.

FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS, THE CROP ESTABLISHMENT GUIDELINES, OR THE SPECIFICATIONS

CONTAINED WITHIN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN:

A. LOCAL, STATE, AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY

POSTED AND PROCEDURES SHALL BE MADE AVAILABLE TO SITE PERSONNEL.

B. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP SHALL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PROPERLY LABELED PLASTIC AND

METAL WASTE CONTAINERS.

C. SPILL PREVENTION PRACTICES AND PROCEDURES SHALL BE REVIEWED AFTER A SPILL AND ADJUSTED AS

NECESSARY TO PREVENT FUTURE SPILLS.

D. ALL SPILLS WILL BE CLEANED IMMEDIATELY UPON DISCOVERY. ALL SPILLS SHALL BE REPORTED AS

REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.

E. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORM WATER DISCHARGE(S) FROM A SITE

SHALL BE PREVENTED.

F. WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR IN EXCESS OF A REPORTING QUANTITY ESTABLISHED UNDER EITHER GEORGIA'S OIL OR HAZARDOUS MATERIAL SPILLS OR RELEASES ACT (O.C.G.A. SEC. 12-14-2, ET SEQ.), 40 CFR 117, OR 40 CFR 302 OCCURS DURING A 24-HOUR PERIOD, THE PERMITTEE IS REQUIRED TO NOTIFY EPD AT (404) 656-4863 OR (800) 241-4113 AND THE NATIONAL RESPONSE CENTER (NRC) AT (800) 424-8802 IN ACCORDANCE WITH THE REQUIREMENTS OF GEORGIA'S OIL OR HAZARDOUS MATERIAL SPILLS OR RELEASES ACT (O.C.G.A. SEC. 12-14-2, ET SEQ.), 40 CFR

117, AND 40 CFR 302 AS SOON AS HE HAS KNOWLEDGE OF THE DISCHARGE.

G. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER) OR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) SHALL BE CONTACTED WITHIN 24 HOURS AT

(800) 424-8802.

H. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD SHALL BE

CONTACTED WITHIN 24 HOURS AT (404) 656-4863 OR (800) 241-4113.

I. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL SHALL BE CLEANED AND

LOCAL AGENCIES SHALL BE CONTACTED AS REQUIRED.

J. GENERAL NPDES PERMIT NO. GAR 100002 DOES NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS

SUBSTANCES OR OIL RESULTING FROM AN ON-SITE SPILL.

THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1,320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY A LICENSED PROFESSIONAL.

DESIGN PROFESSIONAL:

MATTHEW FELTS, P.E.

LEVEL II CERTIFICATION

No.: 0000087020

EXPIRES : 05/01/2025

X X

:9901 :1245081.2270 :2205213.9837 :883.02

33" PINE

13\18"MAG

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

FAYETTE COUNTY

TPID# 0517 029

N/F

LEGENDS ON REDWINE

GREENSPACE

PB. 42 PG. 45

TPID# 0517 3019

ASPHALT

DRIVE

ASPHALT

DRIVE

TENNIS

COURT

RULES

28" OAK

17/10/8" HW

9" PINE

11" PINE

13" PINE

10" PINE

18" PINE

12" PINE

6" PINE

8" PINE

6" PINE

9" PINE

12" PINE

6" PINE

8"RCP

EXISTING 8" PVC MAIN PER

COUNTY MARK-UPS.

TPF

TPF OR TPF OR

TPF

2:1

878.12 878.36

881.32 881.82

878.62

878.69878.90

877.43

877.00

877.82

877.39

877.27

877.20

881.95

876.80

NYLO 1

FES 1

R C

877.20

877.30

876.50

876.10

874.73

874.50

877.30

883 882

881 880

879 878

876.05

ELEVATIO

STATION

STORM LINE 1 PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

0+50 1+00

.7 3'

12" RCP

94LF @ 0.50%

.5 0'

U T

S 1)

PROPOSED

GRADE

EXISTING

GRADE

SHEET KEYNOTES

GENERAL SHEET NOTES

SHEET LEGEND

\A C

R \R

U R

\P R

\F Y2

\0 4.

H O

O N

, S

0/ 2/

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

100% PERMIT SUBMITTAL

04/07/2023

PROJECT #

K D

N D

1220214

KIWANIS PARK

PICKLEBALL

COURTS

980 REDWINE RD,

FAYETTEVILLE, GA

30215

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 26, 2024.