EXHIBIT A.pdf

PDF 19 MB Posted Jul 31, 2026

Attached to: 27018-B: Grant Road (250) Culvert Replacement
Solicitation number: PE-65600-NONST-2027-000000244
Issued by: Douglas County, Georgia

About this file

Written by GovTribe AI · Aug 3, 2026

This file contains construction documents for Invitation to Bid #27018-B issued by Fayette County, Georgia, for the replacement of a deteriorating culvert on Grant Road (250). The project consists of removing an existing 60-inch diameter corrugated metal pipe (CMP) culvert and replacing it with a 47 linear foot 73" x 45" reinforced concrete arch pipe culvert. The project is located at coordinates N33.31998, W84.43590 in Fayette County with an approximate average daily traffic (ADT) of 380 vehicles. The construction documents include 18 sheets covering demolition plans, site and grading plans, storm profiles, construction details, and erosion and sediment control plans. The bid submission deadline is 3:00 PM on Tuesday, August 24, 2026. The project disturbs approximately 0.25 acres with 0.02 acres of impervious surface area.

The construction documents specify that all work shall comply with current Georgia Department of Transportation (GDOT) approved standard specifications and Fayette County standards, with Fayette County standards taking precedence in case of conflicts. The contractor is responsible for obtaining all required permits and coordinating with utility companies for relocations, including Southern Company, Fayette County Water System, Comcast, Coweta-Fayette EMC, AT&T, and Zayo. The project requires erosion and sediment control measures, traffic control compliance with MUTCD standards, and maintains a general construction timeframe of 16 weeks as referenced in the activity schedule. All materials and shop drawings must be submitted to the engineer for approval prior to installation, and the contractor must provide record drawings certified by a Georgia registered land surveyor within two weeks after project completion.

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Other files

File	Type	Posted
27018_B ITB.pdf	PDF	Jul 31, 2026
BID PRICE SHEET.xlsx	XLSX spreadsheet	Jul 31, 2026

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H : X

:\F Y2

-B

\0 7.

\G -0

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

COVER SHEET

G-001

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

FAYETTE COUNTY

250 GRANT ROAD - CULVERT REPLACEMENT

CIVIL CONSTRUCTION DOCUMENTS FOR

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF REMOVING THE EXISTING DETERIORATED

60-INCH DIAMETER CMP CULVERT. THE CULVERT IS TO BE REPLACED

WITH A 47 LINEAR FOOT 73" X 45" ARCH PIPE CULVERT.

PROJECT INFORMATION:

APPROXIMATE ADT:

380 (SOURCE: DRAKEWELL US SP03 GDOT)

DISTURBED AREA:

0.25 ACRES

IMPERVIOUS SURFACE AREA:

0.02 ACRES

PIPE CROSSING IN CENTER OF ROAD COORDINATES:

N33.31998°, W84.43590°

REFERENCE DATUM:

HORIZONTAL: NAD 1983 (2011) - STATE PLANE COORDINATE SYSTEM

OF GEORGIA - WEST ZONE.

VERTICAL: NAVD 1988.

PROJECT SPECIFICATION:

THE CONTRACTOR SHALL REFER TO AND USE THE SUPPLIED COUNTY

PROJECT SPECIFICATIONS. FOR OTHER APPLICABLE STANDARDS OR

SPECIFICATIONS, CONTRACTOR TO USE THE CURRENT GDOT

APPROVED STANDARD SPECIFICATION CONSTRUCTION OF

TRANSPORTATION SYSTEM DOCUMENT FOR THIS PROJECT.

SCALE: NTS

VICINITY MAP

CIVIL 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:

CODY OWENBY, P.E.

Cody.Owenby@pondco.com

CIVIL ENGINEER:

CODY OWENBY, P.E.

CLIENT INFORMATION

OWNER CONTACT (24-HR):

PHIL MALLON

PHONE (770) 313-9855

publicworks@FayetteCountyGA.GOV

CLIENT INFORMATION:

FAYETTE COUNTY ENVIRONMENTAL

MANAGEMENT

140 STONEWALL AVE. W.,

SUITE 203, FAYETTEVILLE, GA. 30214

PROJECT SITE

GRANT RD

MALONE RD

PROJECT LOCATION

UTILITY NOTIFICATION/RELOCATION CHECKBOX

UTILITY COMPANY PLAN PHASE CONTACT DATE

NOTIFIED UTILITY RESPONSE

SOUTHERN

COMPANY

35% DESIGN MFLOYD@SOUTHERNCO.COM

TAGALLAND@SOUTHERNCO.COM

N/A

95% DESIGN 8/4/2025 NO RESPONSE

FAYETTE COUNTY

WATER SYSTEM

(FCWS)

35% DESIGN TERRY BOGGS

(WATERSYSTEMDEVELOPMENT@FAYETTECOUNTYGA.GOV)

N/A

95% DESIGN 8/4/2025 NO RESPONSE

COMCAST

35% DESIGN

STEPHEN ADAMS (STEPHEN_ADAMS@COMCAST.COM)

N/A

95% DESIGN 8/4/2025 NO RESPONSE

COWETA-FAYETTE

EMC

35% DESIGN

STEVE JONES (STJONES@UTILITY.ORG)

N/A

95% DESIGN 8/4/2025 NO RESPONSE

ATT

35% DESIGN

ANDRE WALTON (AW9750@ATT.COM)

JERMAINE MEEKINS (JM0840@ATT.COM)

N/A

95% DESIGN 8/18/2025

SUPPORTING IN

PLACE IS ALLOWED.

EX. DEPTH

UNKNOWN.

POTHOLING

RECOMENDED

ZAYO

35% DESIGN MAX SMITH (MAX.SMITH@COBBFENDLEY.COM)

ZAYOGEORGIARELOCATIONS@COBBFENDLEY.COM

N/A

95% DESIGN 8/21/2025 NO FACILITIES

Sheet List Table Sheet Number Sheet Title

G-001 COVER SHEET

C-001 GENERAL CIVIL ABBREVIATIONS AND LEGEND

C-002 GENERAL CIVIL NOTES

V-001 TOPOGRAPHIC SURVEY

CD101 DEMOLITION PLAN

CG101 SITE AND GRADING PLAN

CG201 STORM PROFILE

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

CE001 EROSION AND SEDIMENT CONTROL NOTES

CE002 EROSION AND SEDIMENT CONTROL NOTES

CE003 EROSION AND SEDIMENT CONTROL NOTES

CE101 EROSION AND SEDIMENT CONTROL PLANS - INITIAL PHASE

CE201 EROSION AND SEDIMENT CONTROL PLANS - FINAL PHASE

CE501 EROSION AND SEDIMENT CONTROL DETAILS

CE502 EROSION AND SEDIMENT CONTROL DETAILS

CE503 EROSION AND SEDIMENT CONTROL DETAILS

250 GRANT ROAD, FAYETTE COUNTY, GA.

COUNTY PROJECT NUMBER: 25SAD

GSWCC# 95439,

EXP. 9/10/2027

04/03/2026

H : X

:\F Y2

-B

\0 7.

\C -0

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

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:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: CODY OWENBY

SURVEYOR FOR THIS PROJECT IS:

GEOSURVEY, LTD.

1660 BARNES MILL ROAD

MARIETTA, GA 30062

P: (770) 795.9900

CONTACT: BRADLEY D. CASH

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS PROJECT.

CIVIL LEGENDABBREVIATIONS

AAP

AARV

AAV

ABAN

ABRSV

ABS

ABV

ACCMP

ACP

ADDM

ADH

AFF

AFG

AFS

AHD

ALT

AMP

AMT

APRX

ARCH

ASPH

ASSY

AVE

A/C

A/VV

BAF

BCV

BFV

BHP

BITUM

B/L

BLDG

BLK

BOC

BOT

BRG

BSP

BWW

CAP

CAV

CCC

CFM

CFS

CIP

CISP

CKT

C/L

CL2

CLF

CLR

CLVT

CMP

CMPA

CMU

CND

CNR

CO2

COAG

COL

COM

CONC

CONN

CONSTR

CONT

CONTR

COORD

CPA

CPLG

CPVC

CSG

CTV

CYL

C&G C/C

DAT

DBL

DEMO

DEPT

DESC

DET

DIA

DIFF

DIM

DIP

DISCH

DIR

DMH

DWG

DWV

M M

MAINT

MAN

MAS

MATL

MAX

MCC

MECH

MEG

MFR

MGD

MIN

MISC

MON

MPH

MPT

MSP

MTD

MWL

MWP

N N NaOCl

NIC

NOM

NPF

NPT

NPW

NRS

NTS

N/A

O O2

ODP

OHW

OPP

OPT

OSY

O&M

PCM

P/L

PNV

POB

POJ

POL

PPD

PPM

PREFAB

PRESS

PRV

PRW

PSF

PSI

PSIA

PSIG

PVC

PVMT

PWR

Q Q

QTY

RAD

RAS

RCB

RCP

RCPA

RDCR

REBAR

REF

REINF

REM

REQ'D

RPBP

S S

SAN

SCHED

SECT

SEFF

SHT

SIG

SIM

SLV

SOLN

SPEC

SPRT

SSE

SST

STA

STD

STK

STL

STR

STRUCT

SURF

SVCE

SVW

SWD

SWSH

SYM

SYMM

S/W

TAN TB

TBM

TB-xx

TDH

TEFC

TEL

TENV

THD

THK

TLM

TOB

TOC

TOS

TOT

TYP

T&B

ULT

UON

UGE

UTC

UTIL

V V

VAC

VAR

VCP

VEL

VERT

VFD

VOL

W W

WAS

WCO

WPR

WSP

WTP

WWF

WWM

WWTP

W/ W/O

XFER

ALARM ANNUNCIATOR PANEL AUTOMATIC

AIR RELEASE VALVE AUTOMATIC

AIR VENT

ANCHOR BOLT

ABANDON(ED)

ABRASIVE

ACRYLONITRILE BUTADIENE STYRENE

ABOVE

ALTERNATING CURRENT

ASPHALT-COATED CORRUGATED METAL

PIPE

ASBESTOS CEMENT PIPE

ADDENDUM

ADHESIVE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

AHEAD

ALUMINUM

ALTERNATE

AMPERE

AMOUNT

APPROXIMATE(LY)

ARCHITECT(URAL)

ALUM SOLUTION

ASPHALT

ASSEMBLY

AVENUE

AIR CONDITIONING

AIR/VACUUM AIR VALVE

BAFFLE

BALL CHECK VALVE

BLIND FLANGE

BUTTERFLY VALVE

BRAKE HORSEPOWER

BLACK IRON

BITUMINOUS OR BITUMASTIC

BASELINE

BUILDING

BLOCK

BENCH MARK

BACK OF CURB

BOTTOM

BASE PLATE

BEARING

BLACK STEEL PIPE

BALL VALVE

BOTH WAYS

BACKWASH WATER

CAPACITY

COMPRESSED AIR

COMBINATION AIR VALVE

CATCH BASIN

CHLORINE CONTACT CHAMBER

CHLORINATED EFFLUENT

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CHECK VALVE

CAST IRON

CAST IRON PIPE

CAST IRON SOIL PIPE

CONSTRUCTION JOINT

CIRCUIT

CENTER LINE

CHLORINE GAS

CHAIN LINK FENCE

CLEAR OR CLEARANCE

CULVERT

CORRUGATED METAL PIPE

CORRUGATED METAL PIPE ARCH

CONCRETE MASONRY UNIT

CONDUIT

CORNER

CLEAN OUT

CARBON DIOXIDE

COAGULANT

COLUMN

COMMON

CONCRETE

CONNECTION

CONSTRUCT(ION)

CONTINUOUS

CONTRACT(OR)

COORDINATE

COMPANY

CONCRETE PIPE

CONCRETE PIPE ARCH

COUPLING

CHLORINATED POLYVINYL CHLORIDE

CONCENTRIC REDUCER

CHLORINE SOLUTION

CASING

CABLE TELEVISION

CUBIC YARD

CYLINDER

CURB AND GUTTER

CENTER TO CENTER

DATUM

DOUBLE

DIRECT CURRENT

DEMOLITION

DEPARTMENT

DESCRIPTION

DETAIL

DIESEL FUEL

DUCTILE IRON

DIAMETER

DIFFUSER

DIMENSION

DUCTILE IRON PIPE

DISCHARGE

DIRECTION

DROP MANHOLE

DOWN

DRAIN

DIAPHRAGM VALVE

DRIVEWAY

DRAWING

DRAIN, WASTE, AND VENT

E E

ECC

EFF

E/L

ELAST

ELEC

EMER

EMC

ENGR

EPDM

EPRF

EQUIP

ESTM

EST

EXC

EXP

EXST

EXT

EXTN

FAB

FCA

FCV

FDN

FHY

FIG

FIN

FIN/FLR

FIN/GR

FLG

FLL

FLTR

FPM

FPS

FRP

FUT

FWP

F/F

GAL

GALV

GIP

GND

GPD

GPH

GPM

GPS

GRTG

GSP

GSR

GST

HDPE

HDR

HFA

HGR

HGT

HNDRL

HOA

HORIZ

HPA

HVAC

HWL

HWY

INF

INT

INTR

INV

IPS

K K

KPL

KVA

KWH

L L

LAB

LAM

LATL

LAV

EAST

EACH

ECCENTRIC

EACH FACE

EFFLUENT

EASEMENT LINE

ELEVATION

ELASTOMERIC

ELECTRICAL

EMERGENCY

ENCASE(MENT)

ENGINEER

EDGE OF PAVEMENT

ETHYLENE PROPYLENE DIENE

MONOMER

EXPLOSION PROOF

EQUIPMENT

ECCENTRIC REDUCER

EASEMENT

ESTIMATE(D)

EACH WAY

EXCAVATE

EXPANSION

EXISTING

EXISTING GRADE

EXTERIOR

EXTENSION

FABRICATE(D)

FLANGED COUPLING ADAPTER

FLAT BAR

FLOW-CONTROL VALVE

FLOOR DRAIN

FOUNDATION

FILTER(ED) EFFLUENT

FIRE HYDRANT

FIGURE

FINISH(ED)

FINISH FLOOR

FINISH GRADE

FLUORIDE

FLANGE(D)

FLOW LINE

FILTER

FORCE MAIN

FEET PER MINUTE

FEET PER SECOND

FIBERGLASS REINFORCED

PLASTIC

FOOT OR FEET

FUTURE

FOOT VALVE

FINISHED WATER

FACTORY WIRED PANEL

FACE TO FACE

GAUGE

GALLON(S)

GALVANIZED

GALVANIZED IRON PIPE

GROOVE JOINT

GROUND

GALLONS PER DAY

GALLONS PER HOUR

GALLONS PER MINUTE

GALLONS PER SECOND

GRADE

GRATING

GALVANIZED STEEL

GALVANIZED STEEL PIPE

GROUND STORAGE RESERVOIR

GROUND STORAGE TANK

GROUT

GATE VALVE

HOSE BIBB

HEAVY-DUTY

HIGH-DENSITY POLYETHYLENE

HYDRAULIC

HYDROFLUOSILICIC ACID

HANGER

HEIGHT

HAND RAIL

HAND-OFF-AUTO

HORIZONTAL

HORSEPOWER

HIGH PRESSURE AIR

HOUR

HEATING, VENTILATION, AND AIR

CONDITIONING

HIGH WATER LEVEL

HIGWAY

HERTZ

INSIDE DIAMETER

INCH(ES)

INFLUENT

INTERSECTION

INTERIOR

INVERT

IRON PIPE

INTERNATIONAL PIPE STANDARD

INTERNAL RECYCLE

IRRIGATION WATER

JUNCTION BOX

JOINT

KIP (1,000 LB)

KICK PLATE

KILOVOLT

KILOVOLT-AMPERE

KILOWATT

KILOWATT-HOUR

LEFT

LABORATORY

LAMINATE OR LAMINATION

LATERAL

LAVATORY

METER

MAINTAIN OR MAINTENANCE

MANUAL(LY)

MASONRY

MATERIAL

MAXIMUM

MOTOR CONTROL CENTER

MITERED END

MECHANICAL

MATCH EXISTING GRADE

MANUFACTURE(R)

MILLION GALLONS

MILLION GALLONS PER DAY

MANHOLE

MILE(S)

MINIMUM, MINUTE(S)

MISCELLANEOUS

MECHANICAL JOINT

MIXED LIQUOR

MASONRY OPENING

MONUMENT

MILES PER HOUR

MALE PIPE THREAD

MOTOR STARTER

MOTOR STARTER PANEL

MOUNTED

MOTORIZED VALVE

MANWAY

MEAN WATER LEVEL

MAXIMUM WORKING PRESSURE

NORTH

SODIUM HYPOCHLORITE

NORTHEAST

NOT IN CONTRACT

NUMBER

NOMINAL

NATIONAL PIPE THREAD

NATIONAL PIPE TAPER (THREAD)

NON-POTABLE WATER

NON-RISING SYSTEM

NOT TO SCALE

NORTHWEST

NOT APPLICABLE

OXYGEN

ON CENTER

OUTSIDE DIAMETER

OPEN DRIP PROOF

OUTSIDE FACE

OVER HEAD

OVER HEAD WIRE

OPPOSITE

OPTIONAL

OFFICIAL RECORDS

OUTSIDE SCREW AND YOKE

OPERATION AND MAINTENANCE

PROCESS AIR

POINT OF CURVE

PERMANENT CONTROL MONUMENT PLAIN

END

PRESSURE GAGE

POINT OF INTERSECTION

PLATE

PROPERTY LINE

PINCH VALVE

POINT OF BEGINNING

PUSH-ON JOINT

POLYMER

POWER POLE

POUNDS PER DAY

PARTS PER MILLION

PREFABRICATED

PRESSURE

PRESSURE REDUCING VALVE

PROCESS WATER

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE POINT OF

TANGENCY

PLUG VALVE

POLYVINYL CHLORIDE

PAVEMENT

POTABLE WATER

PWR POWER

SOUTH

SAMPLE LINE

SANITARY

SCHEDULE

STORM DRAIN

SOUTHEAST

SECTION

SECONDARY EFFLUENT

SQUARE FOOT OR FEET

SHEET(ED)(ING)

SIGNAL

SIMILAR

SLUDGE

SLEEVE

SHEET METAL

SOLUTION

SOIL PIPE, SPACE(ING)

SPECIFICATION

SUPPORT

SQUARE

SANITARY SEWER

SUBSTANDARD EFFLUENT

STAINLESS STEEL

STREET

STATION

STANDARD

STAKE

STEEL

STRAIGHT

STRUCTURAL

SURFACE

SOLENOID VALVE

SERVICE

SERVICE WATER

SOUTHWEST

SIDEWATER DEPTH

SURFACE WASH

SYMBOL

SYMMETRICAL

SIDEWALK

TANGENT TOP OF BEAM

TEMPORARY BENCH MARK TEST

BORING-xx (e.g. TB-1)

TRENCH DRAIN

TOTAL DYNAMIC HEAD

TOTALLY ENCLOSED

TOTALLY ENCLOSED FAN COOLED

TELEPHONE

TOTALLY ENCLOSED

NON-VENTILATED

THREAD(ED)

THICK(NESS

TELEMETRY

TOP OF BANK

TOP OF CURB

TOE OF SLOPE

TOTAL

TELEPHONE POLE

THICKENED SLUDGE

TELEVISION

TYPICAL

TOP AND BOTTOM

UNDERDRAIN

UNDERGROUND

ULTIMATE

UNION

UNLESS OTHERWISE NOTED

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE CABLE

UTILITY

VOLT(S)

VACUUM

VARIES

VERTICAL CURVE

VITRIFIED CLAY PIPE

VELOCITY

VERTICAL

VARIABLE FREQUENCY DRIVE

VOLUME

WATT, WEST

WASTE ACTIVATED SLUDGE WALL

CLEAN OUT

WIDE FLANGE

WALL HYDRANT

WATER LINE

WATER MAIN

WATER PROOF(ING),WORKING POINT

WORKING PRESSURE

WATER SURFACE

WELDED STEEL PIPE

WEIGHT

WATER TREATMENT PLANT

WASH WATER

WELDED WIRE FABRIC

WELDED WIRE MESH

WASTEWATER TREATMENT PLANT

WITH

WITHOUT

TRANSFER

YD YARD(S)

YARD HYDRANT

YEAR(S)

LSS

LVR

LWL

LIGHT POLE

LIME SLURRY

LIME STABILIZED SLUDGE

LOUVER

LOW WATER LEVEL

FLOW

QUANTITY

RADIUS

RETURN ACTIVATED SLUDGE

REINFORCED CONCRETE

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE PIPE ARCH

ROAD

REDUCER

REBAR REINFORCING STEEL REF

REFERENCE

REINFORCE(D)(ING)(MENT)

REMOVE(ABLE)

REQUIRED

RAISED FACE

RESTRAINED JOINT

ROOM

REDUCED PRESSURE BACKFLOW

PREVENTER

X-XX

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DENOTES SECTION

LETTER IDENTIFICATION

X SECTION

_ SCALE:

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

X DETAIL

_ SCALE:

DENOTES SECTION

LETTER IDENTIFICATION

X-XX

DENOTES DETAIL NUMBER

IDENTIFICATION

HATCHING LEGEND

REFERENCE SYMBOLS

SECTION REFERENCE

SECTION TITLE

DETAIL REFERENCE

DETAIL TITLE

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

RPM

RVT

RWW

R/W

REVOLUTIONS PER MINUTE

RAILROAD

RIGHT

RIVETED

RAW WATER

RAW WASTEWATER

RIGHT-OF-WAY

LEN

LEN LENGTH

POUND(S)

LINEAR FEET

DESCRIPTIONPROPOSED ITEM

LOD LOD

EXISTING SPOT ELEVATION

LIMITS OF DISTURBANCE

EXISTING UNDERGROUND WATER LINE

EXISTING STORM PIPE

PROPOSED STORM PIPE

EXISTING INLET

PROPOSED WEIR INLET

EXISTING HEADWALL

PROPOSED HEADWALL

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR

EXISTING UNDERGROUND GAS LINE

EXISTING UNDERGROUND

ELECTRIC LINE

EXISTING UNDERGROUND

COMMUNICATION LINE

BENCHMARK

EXISTING TREE

EXISTING LIGHT POLE

EXISTING POWER LINE

ASPHALT PAVEMENT

RIPRAP

H : X

:\F Y2

-B

\0 7.

\C -0

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

GENERAL CIVIL

ABBREVIATIONS

AND LEGEND

C-001

N/A

GSWCC# 95439,

GENERAL CIVIL

NOTES

C-002

H : X

:\F Y2

-B

\0 7.

\C -0

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

TRAFFIC CONTROL NOTES

1. THE CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE COUNTY FOR APPROVAL PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

2. ALL REQUIRED TRAFFIC SIGNAGE MUST MEET MUTCD STANDARDS.

3. ALL REQUIRED TRAFFIC STRIPING MUST MEET MUTCD AND GDOT PLAN SPECIFICATIONS AND MUST BE THERMO-PLASTIC.

4. ALL STRIPING LAYOUTS MUST BE APPROVED BY THE COUNTY TRAFFIC ENGINEER PRIOR TO FINAL APPLICATION.

5. CONTRACTOR TO COORDINATE LANE CLOSURES WITH FAYETTE COUNTY AND ENGINEER. PROVIDE AT LEAST ONE 12

FOOT LANE FOR TRAFFIC AT ALL TIMES.

GENERAL NOTES

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET V-001.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM

ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS AND FAYETTE COUNTY STANDARDS. 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 THE ENGINEER.

3. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO

INSTALLATION.

4. ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS AND FAYETTE COUNTY DEVELOPMENT REGULATIONS, LATEST EDITION, UNLESS

OTHERWISE WAIVED.

5. 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 REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

6. 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 THE OWNER OF THE UTILITY. 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 THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. DIAL 811 BEFORE DIGGING OR CALL 800-282-7411.

7. THE COUNTY PM SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TO BE HELD BETWEEN FAYETTE COUNTY, UTILITIES, ENGINEER OF RECORD, CONTRACTOR AND ANY SUBCONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.

8. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING LANDSCAPE SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER.

9. THE CONTRACTOR SHALL NOTIFY THE COUNTY PM AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE COUNTY PM A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING, OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE COUNTY PM'S REPRESENTATIVE. THE CONTRACTOR IS REQUIRED

TO NOTIFY 48 HOURS TO FAYETTE COUNTY FOR PROOF ROLL, OF GAB PLACEMENT.

10. ALL CONTRACTORS, FAYETTE COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A

REGISTERED LAND SURVEYOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS DISTURBED SHALL BE

RESTORED TO ORIGINAL CONDITION OR BETTER.

12. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TWO (2) SETS OF RECORD DRAWINGS TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS BEEN COMPLETED ON EACH PHASE.

13. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY PROVIDED BY: GEOSURVEY, LTD., DATED:

3-13-2025.

14. ANY CONSTRUCTION BEYOND THE RIGHT-OF-WAY AND/OR ESTABLISHED EASEMENT LINES, ONTO ADJACENT PROPERTY, REQUIRES ADJACENT PROPERTY OWNER PERMISSION AND NECESSARY EASEMENTS PRIOR TO PERFORMING ANY WORK.

THE CONTRACTOR IS TO VERIFY SUCH EASEMENTS AND PERMISSIONS PRIOR TO DISTURBING ANY OFF-SITE PROPERTY.

15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO N.T.P.

CONSTRUCTION TO DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES

SPECIFIED ON THE PLANS.

16. CLEAR AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND.

17. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, PRESENCE OF ROCK, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSED OF OFFSITE, ALL OF WHICH WILL AFFECT THE PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFFSITE TO MEET

THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.

18. NEITHER OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM

USE OF INCOMPLETE SETS OF BIDDING DOCUMENTS.

DEMOLITION NOTES

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES FOR PERFORMING THE DEMOLITION WORK AND

SHALL FURNISH A COPY OF THESE ITEMS TO THE ENGINEER PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL

COMPLY WITH THE REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL AUTHORITIES FURNISHING GAS, WATER, ELECTRICAL, TELEPHONE, OR SEWER SERVICE SO THEY CAN REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN

ORDER TO FACILITATE DEMOLITION. DIAL 811 BEFORE DIGGING OR CALL 800-282-7411.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE ENGINEER AT NO COST TO THE

OWNER.

4. THE CONTRACTOR SHALL REMOVE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE, BASE, AND RETAINING WALLS (INCLUDING THE FOOTERS).

5. THE CONTRACTOR SHALL REMOVE UNSALVAGEABLE MATERIALS AND YARD WASTE FROM THE SITE IMMEDIATELY AND

DISPOSE OF IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS

6. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE

THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM.

7. THE DEMOLITION SHALL BE PHASED TO PROVIDE AT LEAST ONE 12 FOOT LANE OF TRAFFIC AT ALL TIMES.

8. CONTRACTOR TO FOLLOW ALL APPLICABLE OSHA STANDARDS FOR ALL EXCAVATIONS.

FAYETTE COUNTY WATER SYSTEM NOTES:

1. ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH FAYETTE COUNTY WATER SYSTEM SPECIFICATIONS.

2. ALL MATERIALS SHALL CONFORM TO FAYETTE COUNTY DEVELOPMENT SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE

FAYETTE COUNTY WATER SYSTEM SUBMITTALS ON ALL PIPE AND MATERIALS USED FOR APPROVAL. ANY WORK DONE BY THE CONTRACTOR SHALL BE AT HIS OWN RISK UNTIL REVIEW AND APPROVAL OF THESE SUBMITTALS ARE COMPLETE.

3. THE CONTRACTOR SHALL NOTIFY THE FAYETTE COUNTY WATER SYSTEM 48 HOURS PRIOR TO CONSTRUCTION TO SCHEDULE

A PRE-CONSTRUCTION CONFERENCE.

4. THE CONTRACTOR SHALL SCHEDULE AN INSPECTION BY THE FAYETTE COUNTY WATER SYSTEM BEFORE ANY WORK IS

HIDDEN FROM VIEW.

5. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITIES BEFORE CONSTRUCTION AND VERIFYING THE LOCATION

OF ALL UTILITIES SHOWN OR NOT SHOWN.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE HIS WORK WITH EXISTING UTILITIES WHICH

CONFLICT WITH HIS WORK. CONTRACTOR SHALL MAINTAIN SUCH UTILITIES SHOWN OR NOT SHOWN ON THIS PLAN.

7. ALL VALVE BOXES ARE TO HAVE COLLARS AND MARKERS AS REQUIRED BY THE FAYETTE COUNTY WATER SYSTEM

DEPARTMENT.

8. WATER LINES SHALL HAVE A MINIMUM COVER OF 4 FEET FROM FINISHED GRADE.

9. MINIMUM HORIZONTAL DISTANCE BETWEEN WATER LINES AND SEWER SHALL BE 10 FEET AND VERTICAL DISTANCE MINIMUM

OF 2 FEET.

10. ALL OTHER UNDERGROUND UTILITIES OR STRUCTURES SHALL BE A MINIMUM HORIZONTAL AND VERTICAL DISTANCE OF 2

FEET FROM WATER LINES.

11. WATER LINES SHALL BE LOCATED 7'-0” FROM THE BACK OF THE CURB OR PER AS APPROVED UTILITY PLACEMENT DETAIL.

12. ALL WATER SERVICES SHALL BE MARKED WITH A SAWED “W” NOTCH PAINTED BLUE ON THE CURB.

13. ALL WATER MAIN CROSSING UNDER PAVEMENT SHALL BE DIP IN STEEL CASING AS PER FAYETTE COUNTY WATER SYSTEM

SPECIFICATIONS.

14. ALL VALVES AND FITTINGS ARE TO BE RESTRAINED WITH APPROPRIATE TYPE AND NUMBER OF EBBA IRON OR UNIFLANGE

RESTRAINT SYSTEM APPURTENANCES APPROVED BY THE FAYETTE COUNTY WATER SYSTEM PRIOR TO CONSTRUCTION. ANY

CONCRETE BLOCKING THAT IS ALLOWED SHALL BE INSTALLED TO UNDISTURBED EARTH.

15. ALL SERVICE LINES CROSSING UNDER PAVEMENT OR IN FRONT OF LOTS SHALL BE ENCASED IN 2” CONDUIT MATERIAL

APPROVED BY FAYETTE COUNTY WATER SYSTEM.

ESPC NOTES

1. 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.

2. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404

PERMIT.

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

COMMENCEMENT OF ANY LAND DISTURBANCE.

4. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, INDICATING THE

1/3 FULL VOLUME.

5. INSPECT AND DOCUMENT THE CONDITION OF RUNOFF CONTROLS EVERY 7 DAYS, OR EVERY 14 DAYS AND WITHIN 24 HOURS

AFTER EACH RAIN OF 0.5 INCH OR MORE.

6. PERMITEE SHALL SUBMIT A SIGNED NOTICE OF TERMINATION (NOT) FORM TO THE GEORGIA DIVISION OF WATER AFTER THE

SITE HAS BEEN FINALLY STABILIZED.

7. 67 CY/AC SEDIMENT STORAGE SUBSTANTIALLY HANDLED BY SILT FENCE. THE LINEAR NATURE OF THIS PROJECT COUPLED

WITH LIMITED WORK AREA (ESPECIALLY ADJACENT TO STATE WATER) DOES NOT PROVIDE OPPORTUNITY FOR INSTALLATION OF PERMANENT BMPS TO PREVENT POLLUTANTS FROM DISCHARGING THE SITE WITHOUT FURTHER ENCROACHMENT INTO ADJACENT PRIVATE PROPERTY. DURING CONSTRUCTION, SILT FENCE WILL BE USED TO PREVENT POLLUTANTS FROM DISCHARGING THE SITE. AFTER CONSTRUCTION IS COMPLETE ALL AREAS WILL BE STABILIZED.

8. SOIL STOCKPILES MUST BE LOCATED AWAY FROM STREAMS, PONDS, SWALES AND CATCH BASINS. STOCKPILES MUST BE

SEEDED, MULCHED, AND ADEQUATELY CONTAINED THROUGH THE USE OF SILT FENCE.

9. SEDIMENT-LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR OTHER EXCAVATION ACTIVITIES MUST BE PUMPED TO A SEDIMENT TRAPPING OR FILTERING DEVICE AND CLEANED BEFORE BEING DISCHARGED. DISCHARGES TO

STORM DRAINS, DITCHES, OR WATER BODIES MUST BE COVERED UNDER A EPD PERMIT.

10. ALL BARE SOIL AREAS NOT SUBJECT TO ACTIVE CLEARING, EXCAVATION, GRADING, OR FILL ACTIVITIES MUST BE STABILIZED

WITH TEMPORARY OR PERMANENT SEEDING OR MULCHING WITHIN 14 DAYS.

11. GOOD HOUSEKEEPING PRACTICES MUST BE APPLIED TO PREVENT CONTAMINATED RUNOFF OR OTHER IMPACTS FROM PAINT

OR CONCRETE WASTES, FUELS AND OILS, TRASH AND LITTER, OR OTHER MATERIALS.

12. SILT FENCES, DITCH CHECKS, NON-PERMANET SEDIMENT TRAPS, AND OTHER TEMPORARY CONTROLS MUST BE REMOVED

AFTER VEGETATION IN UPGRADIENT AREAS IS ESTABLISHED AND DITCHES ARE STABLE.

13. GOOD HOUSEKEEPING MEASURES FOR MATERIALS STORAGE AND HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND CLEANUP, AND WASTE MANAGEMENT MUST BE FOLLOWED TO ENSURE THAT RUNOFF FROM THE SITE IS

FREE OF CONTAMINANTS.

14. ALL BMPS SELECTED SHALL BE INSTALLED, OPERATED, AND MAINTAINED ACCORDING TO GSWCC FIELD MANUAL, GEORGIA DIVISION OF WATER GUIDELINES, MANUFACTURER'S REQUIREMENTS, OR STANDARD INDUSTRY PRACTICE, AS APPROPRIATE.

15. APPROVED PLANS AND NPDES DAILY LOG MUST BE ONSITE AT ALL TIMES.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE

NOTES

1. COMPACT ALL UTILITY TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T -

180) AND TO 95% WITHIN OTHER AREAS.

2. ALL ORGANIC SOILS AS DETERMINED WITHIN UTILITY TRENCHES SHALL BE REMOVED AND REPLACED WITH SUITABLE

MATERIAL AND COMPACTED TO NO LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180).

3. STABILIZED SUBGRADE TO MEET SPECIFIED REQUIREMENTS.

4. ASPHALTIC CONCRETE TO GDOT STANDARD SPECIFICATION (LATEST EDITION) SECTION 916.1 AND FAYETTE COUNTY, WHICHEVER IS GREATER.

5. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

6. ALL CONCRETE FLUMES, WALKS, AND CURBS SHALL BE CONSTRUCTED WITH 3000 PSI CONCRETE.

7. ALL ON-SITE AREAS DISTURBED BY THE CONSTRUCTION SHALL BE STABILIZED USING MEASURES THAT MATCH THE EXISTING

VEGETATIVE CONDITIONS OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR IRRIGATION OF PERMANENT GRASSING.

8. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL THICKNESS "B" CONFORMING TO ASTM C - 76 OR AWWA 302

-74 AND GASKETS SHALL BE IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

9. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR MANHOLES AND INLETS AND FROM THE END OF THE

PIPE FOR MITERED END SECTIONS.

10. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES;

STORM WATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORM WATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. THE CONTRACTOR SHALL

SUBMIT FOR WATER USE PERMITS IF REQUIRED FOR DEWATERING ACTIVITIES.

11. ALL PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS, CONTRACTOR SHALL TAKE CARE

TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.

12. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AS NOTED ON PLANS, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND

STEEPER SHALL BE STAKED.

13. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY AND SEDIMENT INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY AND SEDIMENT BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS.

14. EXISTING RUNOFF CURVE NUMBER FOR THE PROJECT: 67. PROPOSED RUNOFF CURVE NUMBER FOR THE PROJECT: 67.

15. ALL CONCRETE STRUCTURES SHOWN ARE PRE-CAST FROM AN APPROVED VENDOR. CAST-IN-PLACE METHODS MAY BE USED

FOR STRUCTURE COMPONENTS WHERE APPLICABLE FOR APPROVAL.

OTHER UTILITY INFORMATION

1. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES WHICH MAY HAVE THEIR UTILITIES WITHIN THE CONSTRUCTION AREAS

TO LOCATE THEIR FACILITIES IN THE FIELD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION. DIAL 811 BEFORE

DIGGING OR CALL 800-282-7411.

2. DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYLENE TWENTY-FIVE (25) FEET ON EACH SIDE OF ANY PERPENDICULAR CROSSING OF METALLIC GAS MAINS OR ANY OTHER CATHODICALLY PROTECTED PIPELINE AND FOR LOCATIONS PARALLEL TO AND WITHIN TEN FEET OF METALLIC GAS MAINS OR OTHER CATHODICALLY PROTECTED PIPE AND THROUGH THE AREA OF

INFLUENCE OF CATHODIC PROTECTION ANODE BED.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES

OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

a. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL

BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

b. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

c. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT

AGENCY, REGARDLESS OF SIZE.

d. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM

REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT

CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

e. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION AND

CLEANUP COORDINATOR.

2. 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 WATERS, NATURAL DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE IN A SUITABLE CONTAINER AND DISPOSAL AS

REQUIRED BY LOCAL AND STATE REGULATIONS.

GSWCC# 95439,

V-001

Martin Laurent Arignon

Sandra Underwood

Stephanie Dodunski

GRANT ROAD

(80' R/W)

Jessika Arignon

Harry Underwood

Christopher R. Hudgins

(45 MPH)

LOD

LODLO

LOD

EXISTING CHANNEL

SCALE: 1" = 20' 0 20' 40' 60'10'

DEMOLITION

PLAN

CD101

H : X

:\F Y2

-B

\0 7.

\C D

B Y:

, C

/7 /2

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 AND C-002 FOR LEGENDS, ABBREVIATIONS, AND CIVIL

NOTES.

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. CONTRACTOR TO COORDINATE LANE CLOSURE WITH FAYETTE COUNTY AND

ENGINEER. PROVIDE AT LEAST ONE 12 FOOT LANE FOR TRAFFIC AT ALL TIMES.

4. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED BY THE

FIELD REPRESENTATIVE IN CONJUNCTION WITH THE CONTRACTORS

REPRESENTATIVE BEFORE CONCRETE IS PLACED.

5. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND INVERTS.

(SHALL BE CERTIFIED BY A GEORGIA REGISTERED LAND SURVEYOR)

6. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING UTILITIES AND

MAINTAIN IT THROUGHOUT CONSTRUCTION.

7. CONTRACTOR TO MAINTAIN UTILITY SERVICES DURING CONSTRUCTION, WITH

MINIMAL INTERRUPTION.

8. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED CURB,

DRIVEWAYS, ASPHALT, FENCING OR EXISTING ROADWAY OUTSIDE OF PAVING

LIMITS DURING CONSTRUCTION.

9. ANY DAMAGED ASPHALT OUTSIDE OF THE RESURFACE OR PAVING LIMITS SHOWN

ON PLANS WILL REQUIRE TO BE MILLED AND RESURFACED.

10. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO PROTECT OR

RELOCATE THE EXISTING INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO GAS,

COMMUNICATIONS, POWER, AND WATER.

11. EXISTING CONDITIONS AS SHOWN ARE BASED ON SURVEY PROVIDED IN GENERAL

NOTES #13 FROM SHEET C-002. EXISTING CONDITIONS SHOULD BE CONSIDERED

APPROXIMATE AND SHOULD BE CONFIRMED BY CONTRACTOR PRIOR TO WORK.

12. CULVERT STREAM BEDDING MATERIAL IS ALLOWED BY FAYETTE COUNTY TO BE

EMBED NATURALLY WITH FLOW.

13. THE LIMITS OF DISTURBANCE MUST BE CLEARED IN ENTIRETY.

14. FAYETTE COUNTY TO COORDINATE AND OBTAIN REQUIRED EASEMENTS.

DEMOLITION NOTES

PROTECTION:

1. PERFORM DEMOLITION SO AS TO PREVENT DAMAGE TO ADJACENT

IMPROVEMENTS AND FACILITIES TO REMAIN TO INCLUDE AREAS OUTSIDE OF

APPROVED LIMITS OF DISTURBANCE

2. PROTECT NEW OR EXISTING WORK FROM DAMAGE DURING DEMOLITION

OPERATIONS.

3. PROTECT EXISTING SITE APPURTENANCES AND LANDSCAPING TO REMAIN.

4. DAMAGES: WITHOUT COST TO THE OWNER AND WITHOUT DELAY, REPAIR ANY

DAMAGES CAUSED TO FACILITIES TO REMAIN.CONTRACTOR TO BE RESPONSIBLE

FOR THE REPAIR OF ANY DAMAGED ROADWAY/ASPHALT DURING PROJECT

CONSTRUCTION.

5. CONTRACTOR TO ESTABLISH TEMPORARY BENCHMARKS ON SITE AT LOCATIONS

THAT WILL REMAIN UNDISTURBED THROUGHOUT CONSTRUCTION.

6. CONTRACTOR TO COORDINATE WITH THE COUNTY AND UTILITY COMPANIES ON

THE RELOCATION OF UTILITIES.

7. CONTRACTOR TO MAINTAIN ACCESS TO AFFECTED PROPERTIES AT ALL TIMES.

REMOVAL & DISPOSAL OF DEMOLISHED MATERIALS:

1. ALL DEMOLISHED OR REMOVED ITEMS AND MATERIALS SHALL BE CONSIDERED

SCRAP EXCEPT FOR THOSE INDICATED TO REMAIN, THOSE INDICATED TO BE

REINSTALLED, THOSE INDICATED TO BE SALVAGED, AND HISTORICAL ITEMS.

2. ALL ITEMS INDICATED TO REMAIN SHALL BE PROTECTED AGAINST DAMAGE

DURING DEMOLITION OPERATIONS.

3. PROMPTLY DISPOSE OF MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

DO NOT ALLOW MATERIALS TO ACCUMULATED ON SITE.

4. TRANSPORT MATERIALS RESULTING FROM DEMOLITION OPERATIONS AND

LEGALLY DISPOSE OF OFF-SITE.

5. OFF-SITE DISPOSAL LOCATION SHALL NOT BE WITHIN ONE-HALF MILE OF ANY

PORTION OF THE PROJECT SITE OR WITHIN SIGHT OF THE PROJECT SITE.

6. DO NOT BURN REMOVED MATERIALS ON PROJECT SITE.

7. CONTRACTOR TO COORDINATE THE LOCATION OF ANY MATERIAL LAYDOWN

AREAS WITH THE COUNTY AND MAINTAIN ENOUGH CLEAR SPACE FOR

CONSTRUCTION EQUIPMENT ACCESS.

8. ONSITE EXCAVATED MATERIAL MAY NOT BE SUITABLE FOR RE-USE. CONTRACTOR

PRICING SHALL INCLUDE ALL MATERIALS INCLUDING IMPORTED FILL, AS

NECESSARY.

POLLUTION CONTROLS:

1. CONTROL THE SPREAD OF DUST AND DIRT WITH PRACTICAL MEANS.

2. OBSERVE ENVIRONMENTAL PROTECTION REGULATIONS.

3. DO NOT ALLOW WATER USAGE THAT RESULTS IN FREEZING OR FLOODING.

4. DO NOT ALLOW ADJACENT IMPROVEMENTS TO REMAIN TO BECOME SOILED BY

DEMOLITION OPERATIONS.

CLEANING:

1. REMOVE TOOLS AND EQUIPMENT. DISPOSE OF SCRAP.

2. LEAVE EXTERIOR AREAS FREE OF DEBRIS.

3. CLEAN SOIL, SMUDGES, AND DUST FROM SURFACES TO REMAIN.

4. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR

TO COMMENCEMENT OF DEMOLITION.

LEGEND

LIMITS OF DISTURBANCE

EXISTING ASPHALT PAVEMENT DEMOLITION

EXISTING CONCRETE STRUCTURE

DEMOLITION (HEADWALL, CURB, BASIN, ETC.)

A1 DEMOLITION PLAN

LOD LOD

EXISTING HEADWALL

TO BE DEMOLISHED.

EXISTING HEADWALL

TO BE DEMOLISHED.

EXISTING ASPHALT PAVEMENT

TO BE DEMOLISHED.

EXISTING CMP CULVERT

TO BE DEMOLISHED.

GSWCC# 95439,

Stephanie Dodunski

GRANT ROAD

(80' R/W)

Jessika Arignon

Harry Underwood

Christopher R. Hudgins

(45 MPH)

LOD

LODLO

LOD

EXISTING CHANNEL

73" X 45" CONCRETE ARCH PIPE

834832

833 834

835834

STRAIGHT HW A2

PER GDOT 1017

STRAIGHT HW A1

PER GDOT 1017

2:1

3:1

2:1

3:1

SITE AND

GRADING PLAN

CG101

H : X

:\F Y2

-B

\0 7.

\C G

B Y:

, C

/7 /2

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 AND C-002 FOR LEGENDS, ABBREVIATIONS, AND CIVIL

NOTES.

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. CONTRACTOR TO COORDINATE LANE CLOSURE WITH FAYETTE COUNTY AND

ENGINEER. PROVIDE AT LEAST ONE 12 FOOT LANE FOR TRAFFIC AT ALL TIMES.

CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD) AND

GDOT STANDARDS.

4. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED BY

ENGINEER'S OR OWNER'S FIELD REPRESENTATIVE IN CONJUNCTION WITH THE

CONTRACTOR'S REPRESENTATIVE BEFORE CONCRETE IS PLACED.

5. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND INVERTS.

(ALL AS-BUILT DRAWINGS MUST BE CERTIFIED BY A GEORGIA REGISTERED LAND

SURVEYOR).

6. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING UTILITIES AND

MAINTAIN IT THROUGHOUT CONSTRUCTION.

7. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED CURB,

FENCE, OR DRIVEWAYS DURING CONSTRUCTION.

8. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED

ROADWAY/ASPHALT DURING PROJECT CONSTRUCTION, AS WELL AS

REPLACEMENT AND RELOCATION OF MAILBOXES.

GRADING NOTES:

1. ROAD TO BE GRADED FROM CROWN TO EDGE OF ASPHALT AT 1/4" PER 1'. REFER

TO DETAILS B1/C-502 AND B3/C-502.

2. MAXIMUM SLOPES ALLOWED WITHIN FAYETTE COUNTY RIGHT-OF-WAY SHALL BE

2:1. PROVIDE GENTLER SLOPES WHERE POSSIBLE.

LEGEND

LIMITS OF DISTURBANCE

ASPHALT PAVEMENT

RIPRAP

EXISTING CHANNEL

LOD LOD

DITCH

CENTERLINE

REINFORCED

CONCRETE PIPE

ARCH CULVERT

INLET SCOUR

PROTECTION RIPRAP,

TYPE 3

GDOT RIPRAP,

TYPE 3

CONTRACTOR'S

STAGING/LAYDOWN AREA,

MILL AND OVERLAY

CONTRACTOR'S

STAGING/LAYDOWN AREA,

MILL AND OVERLAY

PROPOSED

ASPHALT PAVEMENT

SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE AND GRADING PLAN

DITCH

PER DETAIL A3/CG201

DITCH

PER DETAIL A3/CG201

6" SOLID DOUBLE

YELLOW STRIPPING

6" SOLID WHITE EDGE

LINE STRIPING

6" SOLID WHITE EDGE

LINE STRIPING

GSWCC# 95439,

EXP. 9/10/2027

04/03/2026 chassenzahl Ellipse chassenzahl Line chassenzahl Engineer

RESET OBJECT MARKER

chassenzahl Engineer

RESET OBJECT MARKER

chassenzahl Ellipse chassenzahl Line

0+50 1+00 1+50

H T

H W

G D

O T

8' (S

G H

T H

W A

73" X 45" CONCRETE ARCH PIPE

47 LF

@ 0.25%

H T

H W

G D

O T

U T

G H

T H

W A

STA:1+00.00

ELEV:828.38

STA:1+00.00

ELEV:833.05

STA:1+46.82

ELEV:833.17

STA:1+46.79

ELEV:828.50

6.3% 6.3%3:1

STA:0+85.93

ELEV:828.15

GDOT RIPRAP,

TYPE 3

GDOT RIPRAP,

TYPE 3

1.6%

STA:1+59.72

ELEV:829.00

3.9%

100-YR PONDING LEVEL

25-YR PONDING LEVEL

ELEVATIO

STATION

STORM PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

STA:1+22.86

ELEV:835.09

GRANT ROAD

2' M

COMPACTED SOIL, MINIMUM

COMPACTION OF 95% MODIFIED

PROCTOR

73" X 45"

CONCRETE ARCH

CULVERT

HEADWALL PER PLANS

SIDE SLOPE PER PLANSSIDE SLOPE PER PLANS

6' MINIMUM SHOULDER

AT 6.25% MAX

12" MIN

2' MIN

(RIP-RAP PROT-

ECTION HEIGHT) GRANT ROAD

3:1 MAX

2:1 MAX

DITCH ELEVATION AND

LOCATION PER PLAN

2' MIN.

RIP-RAP SIZE PER PLANS

STORM

PROFILE

CG201

H : X

:\F Y2

-B

\0 7.

\C G

B Y:

, C

/7 /2

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

A1 STORM PROFILE

NO SCALEA3 TYPICAL DITCH SECTION

SCALE: N.T.S.C1 CULVERT TYPICAL SECTION

GSWCC# 95439,

EXP. 9/10/2027

04/03/2026 chassenzahl Architect chassenzahl Architect chassenzahl Architect chassenzahl Cloud+

IE OUT

chassenzahl Architect chassenzahl Cloud+

IE IN

CONSTRUCTION

DETAILS

C-501

H : X

:\F Y2

-B

\0 7.

\C -5

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

GSWCC# 95439,

C-502

H : X

:\F Y2

-B

\0 7.

\C -5

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

SCALE: N.T.S.B1 FAYETTE COUNTY TYPICAL ROAD CROSS SECTION

GSWCC# 95439,

C-503

H : X

:\F Y2

-B

\0 7.

\C -5

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

GSWCC# 95439,

H : X

:\F Y2

-B

\0 7.

\C E0

, C

Company.

1 2

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

SHEET OF 18

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

JANUARY 6, 2026

PROJECT #

K D

N D

1250121

250 GRANT

ROAD

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JCU/CAH/LS

COA

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

PLAN

NORTH

SOILS LEGEND

SYMBOL DESCRIPTION

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

Cecil sandy loam, 6 to 10 percent slopesCeC

SITE

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.

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.

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

FEMA FLOOD MAP - 13113C0160E

SCALE: NTS DATED 09/26/2008

SOIL MAP

ACTIVITY

ACTIVITY SCHEDULE (FOR PERMITTING REFERENCE ONLY)

INSTALL SILT FENCE, CONSTRUCTION EXIT

CLEARING AND GRUBBING

UTILITY RELOCATION

PERMANENT SEEDING

FINAL PAVING AND GRADING

INSTALLATION OF PROPOSED CULVERTS

ROUGH GRADING OPERATIONS

TIME / 16 WEEKS

1 2 3 4 6 7 8 9 10 11 12 161514135

LAKE HORTON

SITE

PLAN

NORTH

VICINITY MAP

SCALE: NTS

Cecil sandy loam, 2 to 6 percent slopesCeB

2) 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 SUPERVISION.

CODY OWENBY, P.E. DATE

GSWCC LEVEL II CERTIFICATION # 0000095439

EXPIRES: 09/10/2027

DESIGN PROFESSIONAL'S CERTIFICATION:

ENGINEER: POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GEORGIA 30092

PHONE: (678) 336-7740

FAX: (678) 336-7744

CONTRACTOR: TO BE DETERMINED

TOTAL SITE AREA: 0.25 ACRES

DISTURBED AREA: 0.25 ACRES

TOTAL IMPERVIOUS AREA: 0.02 ACRES

CONTACT: CODY OWENBY, PE

GA. P.E. # 047343, E&S LEVEL II CERTIFICATION # 0000095439

OWNER/ FAYETTE COUNTY ENVIRONMENTAL MANAGEMENT

PRIMARY PHIL MALLON

PERMITEE: 140 STONEWALL AVE. W.,

SUITE 203, FAYETTEVILLE, GA. 30214

PHONE (770) 305-5410

PUBLICWORKS@FAYETTECOUNTYGA.GOV

24-HOUR EROSION AND SEDIMENT CONTROL CONTACT: PHIL MALLON - 770-313-9855

GPS COORDINATES OF CONSTRUCTION ENTRANCE: N33.31998°, W84.43590°

NAME OF RECEIVING WATERS: LAKE HORTON

STATE AND FEDERAL WATERS DO NOT EXIST ON OR WITHIN 200' OF THE PROJECT SITE.

NO KNOWN WETLANDS EXIST ON OR WITHIN 200' OF THE PROJECT SITE.

THERE ARE NO IMPAIRED STREAMS WITHIN ONE MILE DOWNSTREAM OF THIS PROJECT.

EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN GENERAL NOTES

(IN CONFORMANCE WITH STATE OF GEORGIA GENERAL NPDES

PERMIT NO. GAR 100002)

GENERAL PROJECT DATA

EXISTING LAND USE: THE EXISTING LAND USE CONSISTS OF 60-INCH DIAMETER CMP CULVERT AND A

PAVED ROAD IN A RESIDENTIAL AREA.

PROPOSED THE PROJECT CONSISTS OF REMOVING THE…

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File details come from the government source that posted it. Updated Aug 3, 2026.