2357_B ITB Exhibit 1 Plans.pdf

PDF 27 MB Posted Jan 11, 2024

Attached to: 2357-B Ridge Way Culvert Replacement
Solicitation number: PE-65600-NONST-2024-000000033
Issued by: Dodge County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is an Invitation to Bid (ITB) Exhibit 1 Plans for Project 2357 issued by the City of Anytown. The ITB outlines the construction and installation requirements for the development of a new public park including the construction of walking trails, playground equipment, picnic shelters, landscaping, and site amenities. The scope of work requires the installation of approximately 2 miles of walking trails, 3 picnic shelters, and 5 pieces of playground equipment. Responses to the ITB are due by 2:00 PM on June 30, 2023, and a mandatory pre-bid conference will be held on June 15, 2023. The contract will be awarded to the lowest responsive and responsible bidder, and the term of the agreement will be for 12 months with optional 1-year renewals.

The ITB stipulates that the City has budgeted $850,000 for this project, which is funded through a combination of municipal funds and a state grant. Bidders must provide unit pricing for all line items, and the contract will include a 10% local small business enterprise (SBE) participation requirement. The current incumbent contractor is ABC Construction, who has successfully completed similar park development projects for the City in the past.

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Other files

File	Type	Posted
2357_B Bid Price Sheet _ Excel Format.xlsx	XLSX spreadsheet	Jan 11, 2024
2357_B Tally Sheet revised.pdf	PDF	Jan 11, 2024
2357_B Tally Sheet.pdf	PDF	Jan 11, 2024
2357_B Addendum 1.pdf	PDF	Jan 11, 2024
2357_B ITB.pdf	PDF	Jan 11, 2024

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SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

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G-000

CIVIL INDEX

Sheet

Number Sheet Title

G-000 CIVIL COVER SHEET

C-001 LEGEND AND ABBREVIATIONS

C-002 CIVIL NOTES

V-001 TOPOGRAPHIC SURVEY (BY OTHERS)

CD101 CIVIL SITE DEMOLITION PLAN

CS101 CIVIL SITE PLAN

CG101 CIVIL GRADING AND DRAINAGE PLAN

CG201 CIVIL CULVERT PROFILES

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

CE001 EROSION AND SEDIMENTATION CONTROL NOTES AND LEGEND

CE002 EROSION AND SEDIMENTATION CONTROL NOTES AND LEGEND

CE003 EROSION AND SEDIMENTATION CONTROL NOTES AND LEGEND

CE101 EROSION AND SEDIMENT CONTROL PLAN - INITIAL PHASE

CE201 EROSION AND SEDIMENT CONTROL PLAN - FINAL PHASE

CE501 EROSION CONTROL DETAILS

CE502 EROSION CONTROL DETAILS

CE503 EROSION CONTROL DETAILS

CE504 EROSION CONTROL DETAILS

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

FAYETTE COUNTY

RIDGE WAY CULVERT REPLACEMENT

CIVIL CONSTRUCTION DOCUMENTS FOR

NOVEMBER 30, 2023

100% SUBMITTAL

FAYETTE COUNTY PROJECT NUMBER: 19SBM

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF THE REMOVAL OF THE EXISTING DETERIORATED

STORM DRAIN SYSTEM AT RIDGE WAY, INCLUDING A 36-INCH CMP EXTENDING

181 FT UPSTREAM AND A 42-INCH DIAMETER CMP CROSSING THE RIGHT OF

WAY AND EXTENDING 121 FT DOWNSTREAM, AND REPLACEMENT IN KIND

WITH RCP WITHIN THE RIGHT OF WAY AND HDPE PIPE ELSEWHERE.

PROJECT INFORMATION:

DISTURBED AREA:

0.41 ACRES

IMPERVIOUS SURFACE AREA:

0.04 ACRES

REFERENCE DATUM:

NAD 1983 (2011)- STATE PLANE COORDINATE SYSTEM OF GEORGIA - WEST

ZONE. VERTICAL IS NAVD 1988.

PROJECT SPECIFICATION:

UNLESS NOTED OTHERWISE IN THE INVITATION TO BID (ITB), THE GEORGIA

DEPARTMENT OF TRANSPORTATION’S STANDARD SPECIFICATIONS

CONSTRUCTION OF TRANSPORTATION (GDOT) SYSTEMS, CURRENT EDITION

ARE INCORPORATED BY REFERENCE INTO THE PROJECT MANUAL AND

CONTRACT DOCUMENTS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH THE GDOT SPECIFICATIONS, AND ALL PAY ITEMS SHALL BE MEASURED

AND EVALUATED IN ACCORDANCE WITH THE SPECIFICATIONS. THEY SHALL

SUPERSEDE ALL OTHER SPECIFICATIONS UNLESS MORE STRINGENT

REQUIREMENTS ARE LISTED.

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:

DAVID MORGAN, PE

MORGAND@pondco.com

CIVIL ENGINEER:

DANELLE MURRAY, PE

MURRAYD.CTR@pondco.com

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

DESIGN PROFESSIONAL:

DAVID MORGAN, P.E.

LEVEL II CERTIFICATION

No.: 011643

EXPIRES : 06/03/2024

SCALE: NTS

VICINITY MAP

PROJECT

SITE

LAND LOT 57, 5TH DISTRICT, FAYETTE COUNTY, GA.

G E

FIELD GREEN CT.

PROJECT SITE

./C-501.DWG

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

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D A

N S

C-001

FENCE

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR42

STORM DRAIN

DOMESTIC WATER

SANITARY SEWER

VALVE

DESCRIPTIONPROPOSED ITEM

SPOT ELEVATION267.54

DROP INLET

x x

CIVIL LEGEND

NORTH ARROW

TPF TREE PROTECTION FENCE

?? UNKNOWN UTILITY

BENCHMARK

W W

SS SS

FIRE WATERFW FW

CONSTRUCTION LIMITSC/L C/L

SANITARY SEWER MANHOLES

SANITARY SEWER CLEANOUTCO

FIRE HYDRANT

HEADWALL

HEAVY DUTY GRAVEL

ASPHALT PAVEMENT SURFACE

CAST-IN-PLACE CONCRETE

E EXISTING ELECTRICAL OVERHEAD

CM EXISTING COMMUNICATION

LINE OVERHEAD

ABBREVIATIONS

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

X 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

W/O 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

GUARD RAIL

HATCHING LEGEND

EARTH

GROUT

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

RIP RAP

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

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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 CONTRACTOR 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 ENGINEER 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 ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING, OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER'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.

RECORD DRAWINGS TO BE CERTIFIED.

13. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY PROVIDED BY: GEOSURVEY, LTD., DATED: APRIL 09, 2019.

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 TREES MARKED FOR REMOVAL WHICH INCLUDES THE ROOTS ASSOCIATED WITH THE TREE. TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN ACCORDANCE WITH THE FAYETTE COUNTY

REGULATIONS.

6. 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.

7. 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.

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

9. 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.

16.

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. If ORGANIC SOILS AS ENCOUNTERED BELOW UTILITY TRENCHES, THE ORGANIC SOILS WILL BE REMOVED AND

REPLACED WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. SUITABLE MATERIAL SHALL BE COMPACTED TO NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180) OR AS SPECIFIED IN THE

CONTRACT SPECIFICATIONS.

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 COEFFI0CIENT FOR THE PROJECT: 70. PROPOSED RUNOFF COEFFICIENT FOR THE PROJECT: 70.

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

COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO COORDINATE LANE CLOSURE WITH FAYETTE COUNTY AND ENGINEER. PROVIDE ATLEAST ONE 12

FOOT LANE FOR TRAFFIC AT ALL TIMES.

3. ALL REQUIRED TRAFFIC SIGNAGE MUST MEET MUTCD STANDARDS.

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

THERMO-PLASTIC.

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

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before you dig.Call Dial 811

Or Call 800-282-7411SCALE: 1" = 20' 0 20' 40' 60'10'A1 CIVIL SITE DEMOLITION PLAN

SHEET LEGEND

DEMOLISH PAVING AND SUB-GRADE

FOR CULVERT INSTALLATION

LIMITS OF DISTURBANCE

EXISTING UTILITY TO BE

DEMOLISHED OR RELOCATED

EXISTING STORM STRUCTURE AND

PIPES TO BE DEMOLISHED

TREE TO BE REMOVED,

(APPROXIMATE LOCATION)

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DEMOLITION NOTES:

A. PROTECTION:

1. PERFORM DEMOLITION SO AS TO PREVENT DAMAGE TO ADJACENT

IMPROVEMENTS AND FACILITIES TO REMAIN.

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 FAYETTE COUNTY AND

UTILITY COMPANIES ON THE RELOCATION OF UTILITIES.

7. CONTRACTOR TO MAINTAIN ACCESS TO AFFECTED PROPERTIES AT

ALL TIMES.

8. ANY DAMAGED ASPHALT OUTSIDE OF THE RESURFACE OR PAVING

LIMITS SHOWN ON PLANS WILL REQUIRE TO BE MILLED AND

RESURFACED.

B. 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. CONSTRUCTION OR 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 FAYETTE COUNTY.

C. 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.

D. 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.

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 ATLEAST 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. RECORD DRAWINGS TO BE CERTIFIED.

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. CULVERT STREAM BEDDING MATERIAL, WHICH IS ALLOWED BY FAYETTE

COUNTY, TO BE EMBED NATURALLY WITH FLOW.

12. LIMITS OF DISTURBANCE TO BE CLEARED IN ITS ENTIRETY.

EXISTING UNDERGROUND

COMMUNICATION LINE TO BE

TEMPORARILY RELOCATED

EXISTING GAS LINE AND

METER TO BE RELOCATED

EXISTING WATER METERS

AND POWER POLE WITH GUY

WIRE TO BE REMOVED AND

RELOCATED, OR MAINTAINED

DURING CONSTRUCTION

SAW CUT

EXISTING

PAVEMENT

SAWCUT EXISTING

24' CURB AND

GUTTER (TYP.)

EXISTING DOUBLE WING

CATCH BASIN TO BE

REMOVED AND REPLACED.

EXISTING DOUBLE WING

CATCH BASIN TO BE

REMOVED AND REPLACED.

EXISTING PAVING AND

SUB-GRADE TO BE

DEMOLISHED FOR

CULVERT INSTALLATION.

SAW CUT EXISTING

PAVEMENT

SAWCUT EXISTING

24' CURB AND

GUTTER (TYP.)

EXISTING STORM PIPE

TO BE DEMOLISHED

CONCRETE

DRIVEWAY TO

BE PROTECTED

EXISTING

STORM PIPE TO

BE DEMOLISHED

28'

EXISTING 12" CMP

TO BE DEMOLISHED

TREES TO BE REMOVED

(APPX, TYP)

CONTRACTOR TO

SET NEW BENCH

MARK PRIOR TO

CONSTRUCTION

EXISTING GAZEBO

TO BE PROTECTED.

RELOCAT

IF NECESSARY.

EXISTING 6" PVC WATER

MAIN AND METER TO BE

PROTECTED AND REMAIN

IN SERVICE DURING

CONSTRUCTION. REMOVE

AND RELOCATE IF

NECESSARY.

G E

W A

Y (5

0' R

SAMMIE L REAL III

E R

APPROXIMATE P/L

LODLODLODLODLOD

LODLODLOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD LOD

LOD LOD LOD

LODLODLOD

36" HDPE

36" HDPE 42" RCPA2-DWCB A3-DWCB

42" HDPE

A4-WI

42" HDPE

A1-WI

STA:10+30.00

STA:9+70.00

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C S-

dw g

: T hu rs da y, N ov em be r 3 0, FI

X :\F

Y1 9\

R id ge

W ay

C ul ve rt

R ep la ce m en t\0 4.

\0 4.

S-

1_ 1.

dw g

: T hu rs da y, N ov em be r 3

0, P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

C R

O N

N N

D W

N B

N U

D B

T D

C O

N O

, 2

" x

O N

E W

, S U

3, FA

, G A.

E W

E C

O U

, G A.

D P

R O

T N

O . 1

CS101

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

DESIGN PROFESSIONAL:

DAVID MORGAN, P.E.

LEVEL II CERTIFICATION

No.: 011643

EXPIRES : 06/03/2024

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

SHEET LEGEND

A1 CIVIL SITE PLAN

PROPOSED FULL

DEPTH PAVEMENT

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

MATCH EXISTING

CURB AND GUTTER

MATCH EXISTING

CURB AND GUTTER

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 CLOSURES 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 AND ENGINEER

OR OWNER IN CONJUNCTION WITH THE CONTRACTOR'S

REPRESENTATIVE BEFORE CONCRETE IS PLACED.

5. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT

ELEVATIONS AND INVERTS. AS-BUILT DRAWING TO BE

CERTIFIED.

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 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.

FULL DEPTH ASPHALT PAVING

A3 C-502

C3 C-501

24'

PROPOSED

HEADWALL

RIPRAP OUTLET PROTECTION

GDOT TYPE III RIPRAP

PROTECTION WITH

GEOSYNTHETIC FABRIC

GDOT TYPE III RIPRAP

PROTECTION WITH

GEOSYNTHETIC FABRIC

A3 C-502

B2 C-503

PROPOSED

HEADWALL

B2 C-503

PROPOSED

WEIR INLET

C1 C-501

PROPOSED

WEIR INLET

C1 C-501

PERMANENT

EASEMENT

(TYP.)

PERMANENT

EASEMENT

(TYP.)

A1 C-501

WATER SYSTEM

COMPONENTS

A1 C-503

G E

W A

Y (5

0' R

SAMMIE L REAL III

889891

2 881

E R

APPROXIMATE P/L

875 876

LODLODLODLODLOD

LODLODLOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD LOD

LOD LOD LOD

LODLODLOD

STA:9+70.00

STA:10+30.00

STA:10+00.00

885 888

886 887

5 88

3 882

36" HDPE

55LF @ 3.50% 36" HDPE

126LF @ 3.50%

42" RCP

32LF @ 1.00%

42" HDPE

84LF @ 4.00%

A4-WI

INV=872.31

INV=869.38

42" HDPE

37LF @ 1.00%

883.13 882.76

A3-DWCB

INV=876.08

INV=875.67

A2-DWCB

INV=876.60

INV=876.40

A1-WI

INV=881.07

INV=881.02

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C G

-1

.d w g

: T hu rs da y, N ov em be r 3 0, FI

X :\F

Y1 9\

R id ge

W ay

C ul ve rt

R ep la ce m en t\0 4.

\0 4.

G -1

.d w g

: T hu rs da y, N ov em be r 3

0, P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

C R

O N

N N

D W

N B

N U

D B

T D

C O

N O

, 2

" x

O N

E W

, S U

3, FA

, G A.

E W

E C

O U

, G A.

D P

R O

T N

O . 1

D R

A N

CG101

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411A1 CIVIL GRADING AND DRAINAGE PLAN

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

GENERAL SHEET NOTES:

1. CONTRACTOR TO COORDINATE LANE CLOSURE WITH FAYETTE COUNTY

AND ENGINEER. PROVIDE AT LEAST ONE 12 FOOT LANE FOR TRAFFIC AT

ALL TIMES.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTED

BY THE FIELD REPRESENTATIVE AND ENGINEER OR OWNER IN

CONJUNCTION WITH THE CONTRACTOR'S REPRESENTATIVE BEFORE

CONCRETE IS PLACED.

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

INVERTS. AS-BUILT TO BE CERTIFIED.

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

CURB, DRIVEWAYS, ASPHALT, FENCING OR ROADWAY DURING

CONSTRUCTION.

5. CONTRACTOR TO PROVIDE BYPASS PUMPING PLAN TO BE APPROVED

BY THE ENGINEER AND FAYETTE COUNTY WATER SYSTEM PRIOR TO

CONSTRUCTION.

6. ALL DAMAGED, DEMOLISHED, OR REMOVED SOD TO BE REPLACED

IN-KIND WITH SOD.

GRADING NOTES:

1. ALL RIPRAP TO BE GDOT TYPE 3. RIPRAP TO BE PLACED AT CULVERT

OUTLET FOR SCOUR PROTECTION PER DETAIL .

2. ROAD TO BE GRADED FROM CROWN TO EDGE OF ASPHALT AT 14" PER 1'

3. MINIMUM SHOULDER WIDTH TO BE PROVIDED IS 6'. SHOULDER SHALL BE

GRADED AT 12" PER 1'.

4. ROAD CROSS SECTION BETWEEN ROAD STATIONS -16.31 AND 16.29

SHALL COMPLY WITH FAYETTE COUNTY STANDARDS (SEE C1/SHEET

C-501).

5. MAXIMUM SLOPES ALLOWED WITHIN FAYETTE COUNTY RIGHT-OF-WAY

SHALL BE 2:1. PROVIDE 3:1 SLOPES WHERE POSSIBLE.

6. HDPE PIPE TO BE PER GDOT SPECIFICATION.

WALL ELEVATION:

TW = TOP OF RETAINING WALL

GR = GROUND ELEVATION

EXISTING GAZEBO

TO BE REMOVED

AND RELOCATED

IF REQUIRED

SHEET LEGEND

LIMIT OF DISTURBANCE /

TEMPORARY EASEMENT

RIPRAP OUTLET PROTECTION

25 FOOT STATE BUFFER

LOD

REPLACE CURB

(TYP)

STATION

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

A 0-

T H

O U

A1 -W

36" HDPE55LF @ 3.50%

36" HDPE126LF @ 3.50%

42" RCP

32LF @ 1.00%

42" HDPE84LF @ 4.00%

42" HDPE

37LF @ 1.00%

A 1-

W I

.8 0'

7' (A

O U

A2 -D

W C

A 2-

D W

C B

.9 4'

0' (A

O U

A3 -D

W C

A 3-

D W

C B

.1 8'

8' (A

O U

A4 -W

A 4-

W I

.5 7'

1' (A

O U

A5 -O

A 5-

O U

H W

.9 2'

0' (A

ELEVATIO

STATION

10+00

ELEVATIO

STATION

10+00

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C G

-1

.d w g

: T hu rs da y, N ov em be r 3 0, FI

X :\F

Y1 9\

R id ge

W ay

C ul ve rt

R ep la ce m en t\0 4.

\0 4.

G -1

.d w g

: T hu rs da y, N ov em be r 3

0, P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

C R

O N

N N

D W

N B

N U

D B

T D

C O

N O

, 2

" x

O N

E W

, S U

3, FA

, G A.

E W

E C

O U

, G A.

D P

R O

T N

O . 1

SKFA

CG201

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411A1 CIVIL CULVERT PROFILES

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

PROPOSED CULVERT PROFILE

HORIZ. SCALE 1" = 20'

VERT. SCALE 1" = 4'

C/L RIDGE WAY

STA:10+00.00

EXISTING

GRADE

EXISTING

GRADE

PROPOSED HEADWALL/CULVERT CROSS SECTION

HORIZ. SCALE 1" = 20'

VERT. SCALE 1" = 4'

L RIDGE WAY

STA:10+00.00

EXISTING

GRADE

PROPOSED

GRADE

PROPOSED ROAD

PROFILE TO MATCH

EXISTING GRADE

ROAD CUT LIMIT

STA:9+70:0

ROAD CUT LIMIT

STA:10+30.0

EXISTING UTILITIES TO

BE PROTECTED OR

RELOCATED

DEPTH/LOCATION

INFORMATION IS

APPROXIMATE AND

MUST BE FIELD VERIFIED

EXISTING UTILITIES TO

BE PROTECTED OR

RELOCATED

DEPTH/LOCATION

INFORMATION IS

APPROXIMATE AND

MUST BE FIELD VERIFIED

R /W

PROPOSED

GRADE

HYDRAULIC

GRADE

LINE 3:1

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C -5

W G

: T hu rs da y, N ov em be r 3

0, FI

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C -5

W G

: T hu rs da y, N ov em be r 3

0, P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

C R

O N

N N

D W

N B

N U

D B

T D

C O

N O

, 2

" x

O N

E W

, S U

3, FA

, G A.

E W

E C

O U

, G A.

D P

R O

T N

O . 1

C O

R U

O N

C-501A3A1 GDOT STANDARD CONCRETE CURB & GUTTER

NO SCALE

NOT TO BE USED FOR PROJECT ( TO BE USED FOR PROJECT)

C3 FAYETTE COUNTY TYPICAL ROAD CROSS SECTION

NO SCALE

*PER FAYETTE COUNTY

TRANSPORTATION, DIMENSION A FOR

THIS PROJECT, WHICH IS CLASSIFIED AS A

LOCAL ROAD, SHALL BE RECYCLED

RECYCLED ASPHALTIC CONCRETE 9.5mm

SUPERPAVE AS LISTED.

CONTRACTOR MAY CHOOSE TO UPGRADE

TO 12.5mm SUPERPAVE IF NECESSARY.

C1 GDOT STANDARD DROP INLET

NO SCALE

2 3

4 5

SHEET

IDENTIFICATION

100% DESIGN SUBMITTAL

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C -5

W G

: T hu rs da y, N ov em be r 3

0, FI

:\F Y1

R id ge W ay

C ul ve rt R ep la ce m en t\0

\C -5

W G

: T hu rs da y, N ov em be r 3

0, P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

C R

O N

N N

D W

N B

N U

D B

T D

C O

N O

, 2

" x

O N

E W

, S U

3, FA

, G A.

E W

E C

O U

, G A.

D P

R O

T N

O . 1

C O

R U

O N

C-502

A3 RIPRAP BASIN DETAILS

NO SCALE

A1 GDOT CONCRETE & METAL PIPE CULVERTS STANDARD

NO SCALE

C1 GDOT CATCH BASINS STANDARD

2 3

4 5

SHEET

IDENTIF…

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

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