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Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

FAYETTE COUNTY

115 BRANDON MILL CIRCLE - CULVERT REPLACEMENT

CIVIL CONSTRUCTION DOCUMENTS FOR

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF REMOVING AN EXISTING DETERIORATED

18-INCH AND 36-INCH DIAMETER CMP CULVERT UNDER BRANDON MILL

CIRCLE. THE CULVERTS ARE BEING REPLACED WITH A 28 LINEAR FOOT

36-INCH DIAMETER RCP CULVERT AND A 28 LINEAR FOOT 18-INCH

DIAMETER RCP CULVERT.

PROJECT INFORMATION:

DISTURBED AREA:

0.06 ACRES

IMPERVIOUS SURFACE AREA:

0.02 ACRES

PIPE CROSSING IN CENTER OF ROAD COORDINATES

N33.48297°, W84.46366° & N33.48256°, W84.46451°

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

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.

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 LOCATION

115 BRANDON MILL CIRCLE, FAYETTE COUNTY, GA.

ISSUED FOR REVIEW

COUNTY PROJECT NUMBER: 25SAH

BRANDON MILL CIR

BR

AN

D O

N M

ILL C

IR

COVER SHEET

G-001

NEW HOPE RD

PROJECT SITE

Sheet List Table Sheet Number Sheet Title

G-001 COVER SHEET

C-001 GENERAL CIVIL NOTES, ABBREVIATIONS AND LEGEND

C-002 GENERAL CIVIL NOTES, ABBREVIATIONS AND LEGEND

V-001 TOPOGRAPHIC SURVEY

CD101 DEMOLITION PLAN

CG101 SITE AND GRADING PLAN

CG201 STORM PROFILES

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 PLAN - INITIAL PHASE

CE201 EROSION AND SEDIMENT CONTROL PLAN - FINAL PHASE

CE501 EROSION AND SEDIMENT CONTROL DETAILS

CE502 EROSION AND SEDIMENT CONTROL DETAILS

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 7/7/2025 NO RESPONSE

FAYETTE COUNTY

WATER SYSTEM

(FCWS)

35% DESIGN TERRY BOGGS

(WATERSYSTEMDEVELOPMENT@FAYETTECOUNTYGA.GOV)

N/A

95% DESIGN 7/7/2025 NO RESPONSE

COMCAST

35% DESIGN

STEPHEN ADAMS (STEPHEN_ADAMS@COMCAST.COM)

N/A

95% DESIGN 7/7/2025 NO RESPONSE

COWETA-FAYETTE

EMC

35% DESIGN

STEVE JONES (STJONES@UTILITY.ORG)

N/A

95% DESIGN 7/7/2025 NO RESPONSE

ATT

35% DESIGN

ANDRE WALTON (AW9750@ATT.COM)

JERMAINE MEEKINS (JM0840@ATT.COM)

N/A

95% DESIGN 7/7/2025

SUPPORT IN PLACE

IS ALLOWED, BUT

CONTRACTOR IS

RESPONSIBLE FOR

ANY DAMAGE

ZAYO

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

ZAYOGEORGIARELOCATIONS@COBBFENDLEY.COM

N/A

95% DESIGN 7/22/2025 NO FACILITIES

GSWCC# 95439,

EXP. 9/10/2027

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.

DESCRIPTIONPROPOSED ITEM

CIVIL LEGENDABBREVIATIONS

A

AAP

AARV

AAV

AB

ABAN

ABRSV

ABS

ABV

AC

ACCMP

ACP

ADDM

ADH

AFF

AFG

AFS

AHD

AL

ALT

AMP

AMT

APRX

ARCH

AS

ASPH

ASSY

AVE

A/C

A/VV

B

BAF

BCV

BF

BFV

BHP

BI

BITUM

B/L

BLDG

BLK

BM

BOC

BOT

BP

BRG

BSP

BV

BW

BWW

C

CAP

CA

CAV

CB

CCC

CE

CFM

CFS

CV

CI

CIP

CISP

CJ

CKT

C/L

CL2

CLF

CLR

CLVT

CMP

CMPA

CMU

CND

CNR

CO

CO2

COAG

COL

COM

CONC

CONN

CONSTR

CONT

CONTR

COORD

CO

CP

CPA

CPLG

CPVC

CR

CS

CSG

CTV

CY

CYL

C&G C/C

D

DAT

DBL

DC

DEMO

DEPT

DESC

DET

DF

DI

DIA

DIFF

DIM

DIP

DISCH

DIR

DMH

DN

DR

DV

DW

DWG

DWV

M M

MAINT

MAN

MAS

MATL

MAX

MCC

ME

MECH

MEG

MFR

MG

MGD

MH

MI

MIN

MISC

MJ

ML

MO

MON

MPH

MPT

MS

MSP

MTD

MV

MW

MWL

MWP

N N NaOCl

NE

NIC

NO

NOM

NPF

NPT

NPW

NRS

NTS

NW

N/A

O O2

OC

OD

ODP

OF

OH

OHW

OPP

OPT

OR

OSY

O&M

P

PA

PC

PCM

PE

PG

PI

PL

P/L

PNV

POB

POJ

POL

PP

PPD

PPM

PREFAB

PRESS

PRV

PRW

PSF

PSI

PSIA

PSIG

PT

PV

PVC

PVMT

PW

PWR

Q Q

QTY

R

RAD

RAS

RC

RCB

RCP

RCPA

RD

RDCR

REBAR

REF

REINF

REM

REQ'D

RF

RJ

RM

RPBP

S S

SA

SAN

SCHED

SD

SE

SECT

SEFF

SF

SHT

SIG

SIM

SL

SLV

SM

SOLN

SP

SPEC

SPRT

SQ

SS

SSE

SST

ST

STA

STD

STK

STL

STR

STRUCT

SURF

SV

SVCE

SVW

SW

SWD

SWSH

SYM

SYMM

S/W

T

TAN TB

TBM

TB-xx

TD

TDH

TE

TEFC

TEL

TENV

THD

THK

TLM

TOB

TOC

TOS

TOT

TP

TS

TV

TYP

T&B

U

UD

UG

ULT

UN

UON

UGE

UTC

UTIL

V V

VAC

VAR

VC

VCP

VEL

VERT

VFD

VOL

W W

WAS

WCO

WF

WH

WL

WM

WP

WPR

WS

WSP

WT

WTP

WW

WWF

WWM

WWTP

W/ W/O

X

XFER

Y

YD

YH

YR

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

EA

ECC

EF

EFF

E/L

EL

ELAST

ELEC

EMER

EMC

ENGR

EP

EPDM

EPRF

EQUIP

ER

ESTM

EST

EW

EXC

EXP

EXST

EXST

EXT

EXTN

F

FAB

FCA

FB

FCV

FD

FDN

FE

FHY

FIG

FIN

FIN/FLR

FIN/GR

FL

FLG

FLL

FLTR

FM

FPM

FPS

FRP

FT

FUT

FV

FW

FWP

F/F

G

GA

GAL

GALV

GIP

GJ

GND

GPD

GPH

GPM

GPS

GR

GRTG

GS

GSP

GSR

GST

GT

GV

H

HB

HD

HDPE

HDR

HFA

HGR

HGT

HNDRL

HOA

HORIZ

HP

HPA

HR

HVAC

HWL

HWY

HZ

I

ID

IN

INF

INT

INTR

INV

IP

IPS

IR

IW

J

JB

JT

K K

KPL

KV

KVA

KW

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)

LP

LS

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

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

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

RR

RT

RVT

RW

RWW

R/W

REVOLUTIONS PER MINUTE

RAILROAD

RIGHT

RIVETED

RAW WATER

RAW WASTEWATER

RIGHT-OF-WAY

LEN

LB

LF

LEN LENGTH

POUND(S)

LINEAR FEET

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

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\C -0

P

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H

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0/

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Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

ASPHALT PAVEMENT

EXISTING SPOT ELEVATION

LIMITS OF DISTURBANCE

WATER LINE

EXISTING STORM PIPE

PROPOSED STORM PIPE

EXISTING INLET

PROPOSED WEIR INLET

EXISTING HEADWALL

PROPOSED HADWALL

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR

EXISTING GAS LINE

EXISTING UNDERGROUND

ELECTRICAL LINE

EXISTING UNDERGROUND

COMMUNICATION LINE

BENCHMARK

EXISTING TREE

EXSITING LIGHT POLE

LOD LOD

GENERAL CIVIL

NOTES,

ABBREVIATIONS

AND LEGEND

C-001

GENERAL CIVIL

NOTES,

ABBREVIATIONS

AND LEGEND

C-002

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: 7-31-2024.

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. 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 EROSION, SEDIMENTATION, AND POLLUTION CONTROL 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. 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.

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

OF WATER AFTER THE SITE HAS BEEN FINALLY STABILIZED.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

12. 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.

13. 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.

14. 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.

TRAFFIC CONTROL NOTES

1. ALL REQUIRED TRAFFIC SIGNAGE MUST MEET MUTCD STANDARDS.

2. ALL REQUIRED TRAFFIC STRIPING MUST MEET MUTCD AND GDOT PLAN SPECIFICATIONS AND MUST BE

THERMO-PLASTIC.

3. ALL STRIPING LAYOUTS MUST BE APPROVED BY THE COUNTY TRANSPORTATION ENGINEER PRIOR TO

FINAL APPLICATION.

4. CONTRACTOR TO COORDINATE LANE CLOSURES WITH FAYETTE COUNTY AND ENGINEER. PROVIDE

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

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1 2

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

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SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

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1250281

115 BRANDON

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CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

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FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

V-001

ERICA &

MACEO WATTLEY

AUDRIENE

BISHOP-CLINE

CZARINA DE VEGA

JACQUELINE &

RUSSELL HALL

CHRISTOPHER &

PAULA CHAMPION

BRANDON MILL

HOME OWNERS ASSOC.

Brandon M ill Circle

(50' R/W

Brandon Mill Circle (50' R/W)

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Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

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. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE

INSPECTED BY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH

THE CONTRACTORS REPRESENTATIVE BEFORE CONCRETE IS

PLACED.

4. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS AND

INVERTS. (SHALL BE CERTIFIED BY A GEORGIA REGISTERED LAND

SURVEYOR)

5. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTING

UTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.

6. CONTRACTOR TO MAINTAIN UTILITY SERVICES DURING

CONSTRUCTION, WITH MINIMAL INTERRUPTION.

7. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY

DAMAGED CURB, DRIVEWAYS, ASPHALT, FENCING OR EXISTING

ROADWAY OUTSIDE OF PAVING LIMITS DURING CONSTRUCTION.

8. ANY DAMAGED ASPHALT OUTSIDE OF THE RESURFACE OR PAVING

LIMITS SHOWN ON PLANS WILL REQUIRE TO BE MILLED AND

RESURFACED.

9. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO

PROTECT OR RELOCATE THE EXISTING INFRASTRUCTURE INCLUDING

BUT NOT LIMITED TO GAS, COMMUNICATIONS, POWER, AND WATER.

10. EXISTING CONDITIONS AS SHOWN ARE BASED ON SURVEY PROVIDED

IN GENERAL NOTES #12 FROM SHEET C-002. EXISTING CONDITIONS

SHOULD BE CONSIDERED APPROXIMATE AND SHOULD BE

CONFIRMED BY CONTRACTOR PRIOR TO WORK.

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

12. 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

APPROXIMATE RIGHT-OF-WAY/PROPERTY

LINE

EXISTING UTILITY LINE TO BE RELOCATED

(GAS, ELECTRIC, ETC.)

EXISTING STORM PIPE DEMOLITION

EXISTING ASPHALT PAVEMENT DEMOLITION

EXISTING CONCRETE STRUCTURE

DEMOLITION (HEADWALL, CURB, CATCH

BASIN, ETC.)

LOD LOD

SCALE: 1" = 20' 0 20' 40' 60'10'A1 DEMOLITION PLAN

EXISTING UNDERGROUND

COMMUNICATION LINE TO BE

RELOCATED

EXISTING UNDERGROUND

POWER LINE TO BE PROTECTED

EXISTING 12" CMP CORED INTO

CATCH BASIN TO BE

PROTECTED DURING

DEMOLITION

EXISTING 36" CMP CULVERT

TO BE DEMOLISHED

DEMOLISH AND REMOVE CATCH BASIN

TOP ONLY. CONTRACTOR TO LEAVE

EXISTING CATCH BASIN IN PLACE. MAY

REQUIRE SOME CUTTING TO FIT RCP.

DEMOLISH AND REMOVE CATCH BASIN

TOP ONLY. CONTRACTOR TO LEAVE

EXISTING CATCH BASIN IN PLACE. MAY

REQUIRE SOME CUTTING TO FIT RCP.

EXISTING ASPHALT PAVEMENT

TO BE DEMOLISHED

EXISTING UNDERGROUND

GAS LINE TO BE PROTECTED

EXISTING UNDERGROUND

COMMUNICATION LINES TO

BE PROTECTED

EXISTING UNDERGROUND

WATER LINE TO BE PROTECTED

EXISTING UNDERGROUND

COMMUNICATION LINE TO BE PROTECTED

EXISTING UNDERGROUND

GAS LINE TO BE PROTECTED

EXISTING UNDERGROUND

ELECTRIC LINE TO BE PROTECTED

EXISTING UNDERGROUND WATER METERS TO BE

PROTECTED

DEMOLISH AND REMOVE CATCH BASIN

TOP ONLY. CONTRACTOR TO LEAVE

EXISTING CATCH BASIN IN PLACE. MAY

REQUIRE SOME CUTTING TO FIT RCP.

EXISTING UNDERGROUND

COMMUNICATION LINES

TO BE PROTECTED

EXISTING UNDERGROUND

WATER LINE TO BE PROTECTED

EXISTING CURB TO BE DEMOLISHED

EXISTING UNDERGROUND

GAS LINE TO BE PROTECTED

EXISTING UNDERGROUND

COMMUNICATION LINES TO

BE PROTECTED

EXISTING CURB TO

BE DEMOLISHED

EXISTING ASPHALT PAVEMENT

TO BE DEMOLISHED

DEMOLISH AND REMOVE CATCH BASIN

TOP ONLY. CONTRACTOR TO LEAVE

EXISTING CATCH BASIN IN PLACE. MAY

REQUIRE SOME CUTTING TO FIT RCP.

AUDRIENE

BISHOP-CLINE

CZARINA DE VEGA

JACQUELINE &

RUSSELL HALL

CHRISTOPHER &

PAULA CHAMPION

BRANDON MILL

HOME OWNERS ASSOC.

Brandon M ill Circle

(50' R/W

Brandon Mill Circle (50' R/W)

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LODLOD

LO

D

LOD LOD

LOD LOD LOD

LO

D

LODLODLODLOD

EX. DWCB 1.1

EX. DWCB 1.2

EX. DWCB 2.1 EX. DWCB 2.2

6"

R

CP

18" RCP

EXISTING

CREEK

25' STATE

STREAM BUFFER

EXISTING

CHANNEL

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\C G

PL

O

TT

ED

B Y:

H

EN

AO

, C

ES

AR

D

AT

E:

0/

/2

Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

SITE AND

GRADING PLAN

CG101

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. 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.

4. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT

ELEVATIONS AND INVERTS. (ALL AS-BUILT DRAWINGS MUST BE

CERTIFIED BY A GEORGIA REGISTERED LAND SURVEYOR).

5. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR

EXISTING UTILITIES AND MAINTAIN IT THROUGHOUT

CONSTRUCTION.

6. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY

DAMAGED CURB, FENCE, OR DRIVEWAYS DURING

CONSTRUCTION.

7. 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. CONTRACTOR TO MATCH EXISTING ROAD GRADE AND

DRAINAGE PATTERN. REFER TO DETAIL B1/C-502.

2. MAXIMUM SLOPES ALLOWED WITHIN FAYETTE COUNTY

RIGHT-OF-WAY SHALL BE 3:1. PROVIDE GENTLER SLOPES

WHERE POSSIBLE.

LEGEND

LIMITS OF DISTURBANCE

APPROXIMATE RIGHT-OF-WAY/PROPERTY

LINE

25' STATE BUFFER

ASPHALT PAVEMENT

EXISTING CREEK

EXISTING CHANNEL

LOD LOD

REPLACE ASPHALT PAVEMENT

PER COUNTY TYPICAL ON C-502

REPLACE ASPHALT PAVEMENT

PER COUNTY TYPICAL ON C-502

CURB AND GUTTER

PER GDOT 9032B

CURB AND GUTTER

PER GDOT 9032B

CONTRACTOR TO CONFIRM

INVERT AND COORDINATE PIPE

WITH THE ENGINEER AND

COUNTY PRIOR TO ORDERING

CONTRACTOR TO CONFIRM INVERT AND

COORDINATE PIPE WITH THE ENGINEER

AND COUNTY PRIOR TO ORDERING

CONTRACTOR TO ADJUST EXISTING

CATCH BASINS TO FIT RCP CULVERT.

POUR NEW TOPS AND PAVE INVERTS

FOR EACH CATCH BASIN. GROUT

AROUND ALL PIPES.

CONTRACTOR TO ADJUST EXISTING

CATCH BASINS TO FIT RCP CULVERT.

POUR NEW TOPS AND PAVE INVERTS

FOR EACH CATCH BASIN. GROUT

AROUND ALL PIPES.

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

EXISTING UNDERGROUND

WATER LINE TO BE PROTECTED

PROPOSED RCP PIPE TO MATCH

EXISTING CMP PIPE INVERTS

ELEVATIO

N

EL

EV

AT

IO

N

STATION

36 in STORM PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

2+00 2+50

EX

. D

W C

B 1.

W

IT

H

N

EW

T O

P

TO

P:

.2

4'

IE

IN

.3 0'

(E X.

D W

C B

1.

2)

IE

O

U T

9.

EX

. D

W C

B 1.

W

IT

H

N

EW

T O

P

TO

P:

.1

3'

IE

IN

.6 0'

(E X.

H W

B

IE

O

U T

0.

EX

. D W

C B

1.

1)

ELEVATIO

N

EL

EV

AT

IO

N

STATION

18 in STORM PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 4'

2+00 2+50

EX

. D

W C

B 2.

W

IT

H

N

EW

T O

P

TO

P:

.3

9'

IE

O U

T

2.

EX

. D

W C

B 2.

1)

EX

. D

W C

B 2.

W

IT

H

N

EW

T O

P

TO

P:

.9

3'

IE

IN

.3 0'

(E X.

D W

C B

2.

2)

IE

O

U T

0.

EX

. H W

C

36" RCP

28LF @ 4.36%

18" RCP

28LF @ 2.54%

EX. COMM

EX. COMM

EX. GAS

APPROX. EX. WATER

EX. COMM

EX. COMM

EX. 18" CMP

EX. 36" CMP

EX. 36" CMP

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\C G

PL

O

TT

ED

B Y:

H

EN

AO

, C

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AR

D

AT

E:

0/

/2

Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

STORM

PROFILES

CG201

MATCH EXISTING

ROAD GRADES

MATCH EXISTING

ROAD GRADES

A1 STORM PROFILES

CONSTRUCTION

DETAILS

C-501

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\C -5

P

LO

TT

ED

B

Y:

H

EN

AO

, C

ES

AR

D

AT

E:

0/

/2

Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

C-502

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

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\C -5

P

LO

TT

ED

B

Y:

H

EN

AO

, C

ES

AR

D

AT

E:

0/

/2

Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

SECTIONAL VIEW

SA

W

C U

T

EXISTING

BASE TO

REMAIN

EXISTING

PAVEMENT

TACK COAT VERTICAL SURFACE

EX

IS

TI

N

G

ED

G E

O F

PA

VE

M

EN

T

REMOVE EXISTING ASPHALT

PAVEMENT

(NEW PAVEMENT TO MATCH

FLUSH WITH SAWCUT EDGE)

NEW GRANULAR BASE

COURSE

NEW

COMPACTED

SUBGRADE

NEW ASPHALT

PAVEMENT SECTION

EXISTING SUBGRADE

TO REMAIN

1'

SCALE: N.T.S.A1 TIE TO EXISTING ASPHALT PAVEMENT

C-503

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\C -5

P

LO

TT

ED

B

Y:

H

EN

AO

, C

ES

AR

D

AT

E:

0/

/2

Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

1 2

D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED 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

C

B

A

SHEET OF 17

100% SUBMITTAL - ISSUED FOR CONSTRUCTION

OCTOBER 31, 2025

PROJECT #

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1250281

115 BRANDON

MILL CIRCLE

CULVERT

REPLACEMENT

FAYETTE COUNTY, GA

CAO

JAG

KU

KW

FAYETTE COUNTY

140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA. 30214

PLAN

NORTH

SOILS LEGEND

SYMBOL DESCRIPTION

Appling sandy loam, 2 to 6 percent slopesAmB

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

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 - 13113C0102E

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

Cecil sandy loam, 2 to 6 percent slopesCeC

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:

PLAN

NORTH

VICINITY MAP

SCALE: NTS

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: 0.06 ACRES

DISTURBED AREA: 0.06 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

EXISTING LAND USE: THE EXISTING LAND USE CONSISTS OF AN 18-INCH AND 36-INCH

DIAMETER CMP CULVERT AND A PAVED ROAD IN A RESIDENTIAL

AREA.

PROPOSED THE PROJECT CONSISTS OF REMOVING THE EXISTING

CONSTRUCTION DETERIORATED 18-INCH AND 36-INCH DIAMETER CMP

ACTIVITIES CULVERTS. THE CULVERTS ARE TO BE WITH 18-INCH AND

36-INCH RCP CULVERTS.

GPS COORDINATES OF CONSTRUCTION ENTRANCE: N33.48297°, W84.46366° & N33.48256°, W84.46451°

NAME OF RECEIVING WATERS: UNNAMED TRIBUTARY TO GINGER CAKE CREEK

STATE AND FEDERAL WATERS 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

DESIGN PROFESSIONAL:

CODY OWENBY, PE.

LEVEL II CERTIFICATION

No.: 0000095439

EXPIRES : 09/10/2027

EROSION AND

SEDIMENT

CONTROL

NOTES

CE001

FI

LE

P

AT

H : X

:\F Y2

5\

1\

.C

AD

-B

IM

\0 7.

C

AD

\C

IV

IL

\C E0

P

LO

TT

ED

B

Y:

H

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, C

ES

AR

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0/

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Copyright © 2025 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the…