Const_ Plans.pdf

AIRPORT DRIVEWAY IMPROVEMENTS

FOR

JULY 2026

LOCATION IN GEORGIA

SITE PLAN

DONALD PATE

24 HOUR CONTACT

912-384-7723

SW

STATEWIDE ENGINEERING, INC.

ENGINEERS - SURVEYORS - PLANNERS

CITY OF DOUGLAS, GEORGIA

S W

DRAWING INDEX

COVER SHEET

C-1.0 GENERAL NOTES & LEGEND

C-2.0 S.R. 31 EXISTING CONDITIONS AND DEMO

C-3.0 BMP DETAILS

ENGINEER

STATEWIDE ENGINEERING, INC.

516 EAST ASHLEY STREET

DOUGLAS, GEORGIA 31533

(912) 384-7723

DEVELOPER

CITY OF DOUGLAS

ATTN: CHARLES DAVIS

302 S. MADISON AVENUE

DOUGLAS, GEORGIA 31533

(912) 389-3401

LOCATION MAP

SITE

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WALKER

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CATOOSA

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DADE

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WHITFIELD

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MURRAY

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FANNIN

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GILMER

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UNION

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TOWNS

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RABUN

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WHITE

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HABERSHAM

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STEPHENS

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LUMPKIN

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HALL

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BANKS

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FRANKLIN

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HART

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DAWSON

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PICKENS

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GORDON

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CHATOOGA

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FLOYD

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BARTOW

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CHEROKEE

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FULTON

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FORSYTH

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GWINNETT

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BARROW

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JACKSON

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MADISON

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CLARKE

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COBB

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PAULDING

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POLK

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HARALSON

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CARROLL

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DOUGLAS

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DEKALB

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CLAYTON

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FAYETTE

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HENRY

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ROCK-

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DALE

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NEWTON

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WALTON

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MORGAN

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GREENE

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OGELTHORPE

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OCONEE

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WILKES

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ELBERT

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LINCOLN

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HEARD

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COWETA

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SPAULDING

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TROUP

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MERIWETHER

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PIKE

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UPSON

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LAMAR

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MONROE

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BUTTS

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HARRIS

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TAYLOR

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CRAWFORD

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JONES

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PUTNAM

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TALIA-

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HANCOCK

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WASHINGTON

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BALDWIN

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GLAS-

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FERRO

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COCK

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COLOMBIA

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RICHMOND

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JEFFERSON

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BURKE

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BIBB

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TWIGGS

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WILKINSON

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JOHNSON

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EMANUEL

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JENKINS

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PEACH

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MACON

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HOUSTON

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BLECKLEY

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LAURENS

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TREUTLEN

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CANDLER

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SUMTER

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SCHLEY

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MARION

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DOOLY

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CRISP

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WHEELER

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MONTGOMERY

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TOOMBS

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SCREVEN

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BRYAN

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CHATHAM

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LIBERTY

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LONG

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WAYNE

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GLYNN

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BRANTLEY

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PIERCE

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CAMDEN

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APPLING

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JEFF

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DAVIS

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BACON

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COFFEE

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WARE

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CHARLTON

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ATKINSON

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CLINCH

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BEN HILL

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IRWIN

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TURNER

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MUSCOGEE

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CHATTA-

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STEWART

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WEBSTER

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HOOCHEE

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QUIT-

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RANDOLPH

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TERRELL

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LEE

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WORTH

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MAN

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CLAY

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EARLY

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MILLER

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BAKER

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MITCHELL

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COLQUITT

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TIFT

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COOK

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BERRIEN

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SEMINOLE

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DECATER

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GRADY

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THOMAS

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BROOKS

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LOWNDES

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LANIER

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ECHOLS

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516 EAST ASHLEY STREET DOUGLAS, GEORGIA (912) 384-7723

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MAGNETIC

AutoCAD SHX Text STATEWIDE ENGINEERING, INC PROJECT No. 23-3500-G23-3500-G

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AIRPORT DRIVEWAY PLOT DATE: --------

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Douglas, Ga

1 DETAIL - LIGHT DUTY PAVEMENT

N.T.S.

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DETAIL - RESURFACING SECTION

UNDER SEPARATE PROJECT

(SHOWN FOR INFORMATIONAL PURPOSES ONLY)

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%%UCLEANOUT TO GRADE

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SANITARY SEWER SERVICE LINE

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LATERAL Y BRANCH

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45° BEND

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4" DIA. MIN PIPE

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DEPTH AS REQUIRED

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MINIMUM 4' - 0"

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RECESSED BRASS CLEANOUT PLUG

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TO MAIN

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TO MAIN

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SLOPE @ " PER FOOT14" PER FOOT

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SS-12 CLEANOUT TO

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USF 7610 HANDHOLE AND FC COVER

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GRADE

AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL STATE, AND FEDERAL REGULATIONS. CONTRACTOR SHALL AND FEDERAL REGULATIONS. CONTRACTOR SHALL AND FEDERAL REGULATIONS. CONTRACTOR SHALL FEDERAL REGULATIONS. CONTRACTOR SHALL FEDERAL REGULATIONS. CONTRACTOR SHALL REGULATIONS. CONTRACTOR SHALL REGULATIONS. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK. 2. CONTRACTOR SHALL PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED CONTRACTOR SHALL PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED SHALL PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED SHALL PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED PERFORM ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED ALL SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED SURVEYS REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED REQUIRED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED TO PERFORM HIS WORK FROM CONTROL POINTS PROVIDED PERFORM HIS WORK FROM CONTROL POINTS PROVIDED PERFORM HIS WORK FROM CONTROL POINTS PROVIDED HIS WORK FROM CONTROL POINTS PROVIDED HIS WORK FROM CONTROL POINTS PROVIDED WORK FROM CONTROL POINTS PROVIDED WORK FROM CONTROL POINTS PROVIDED FROM CONTROL POINTS PROVIDED FROM CONTROL POINTS PROVIDED CONTROL POINTS PROVIDED CONTROL POINTS PROVIDED POINTS PROVIDED POINTS PROVIDED PROVIDED PROVIDED BY THE ENGINEER. THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR THE ENGINEER. THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR THE ENGINEER. THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR ENGINEER. THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR ENGINEER. THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR CONTRACTOR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR SHALL PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR PRESERVE ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR ALL MONUMENTS AND BENCHMARKS. MONUMENTS OR MONUMENTS AND BENCHMARKS. MONUMENTS OR MONUMENTS AND BENCHMARKS. MONUMENTS OR AND BENCHMARKS. MONUMENTS OR AND BENCHMARKS. MONUMENTS OR BENCHMARKS. MONUMENTS OR BENCHMARKS. MONUMENTS OR MONUMENTS OR MONUMENTS OR MONUMENTS OR OR OR BENCH MARKS DISTURBED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE MARKS DISTURBED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE MARKS DISTURBED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE DISTURBED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE DISTURBED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE TO THE ATTENTION OF THE ENGINEER AND REPLACED BY THE THE ATTENTION OF THE ENGINEER AND REPLACED BY THE THE ATTENTION OF THE ENGINEER AND REPLACED BY THE ATTENTION OF THE ENGINEER AND REPLACED BY THE ATTENTION OF THE ENGINEER AND REPLACED BY THE OF THE ENGINEER AND REPLACED BY THE OF THE ENGINEER AND REPLACED BY THE THE ENGINEER AND REPLACED BY THE THE ENGINEER AND REPLACED BY THE ENGINEER AND REPLACED BY THE ENGINEER AND REPLACED BY THE AND REPLACED BY THE AND REPLACED BY THE REPLACED BY THE REPLACED BY THE BY THE BY THE THE THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING CONTRACTOR SHALL LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING SHALL LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING SHALL LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING LOCATE, PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING PROTECT, AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING AND SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING SUPPORT ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING ALL EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING EXISTING UTILITIES WHICH MAY BE ENCOUNTERED DURING UTILITIES WHICH MAY BE ENCOUNTERED DURING UTILITIES WHICH MAY BE ENCOUNTERED DURING WHICH MAY BE ENCOUNTERED DURING WHICH MAY BE ENCOUNTERED DURING MAY BE ENCOUNTERED DURING MAY BE ENCOUNTERED DURING BE ENCOUNTERED DURING BE ENCOUNTERED DURING ENCOUNTERED DURING ENCOUNTERED DURING DURING DURING THE COURSE OF CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR COURSE OF CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR COURSE OF CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR OF CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR OF CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR CONSTRUCTION AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR AND WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR WHICH ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR ARE NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR NOT DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR DESIGNATED FOR RELOCATION OR REMOVAL. CONTRACTOR FOR RELOCATION OR REMOVAL. CONTRACTOR FOR RELOCATION OR REMOVAL. CONTRACTOR RELOCATION OR REMOVAL. CONTRACTOR RELOCATION OR REMOVAL. CONTRACTOR OR REMOVAL. CONTRACTOR OR REMOVAL. CONTRACTOR REMOVAL. CONTRACTOR REMOVAL. CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING BE RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING BE RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING FOR COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING COORDINATING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING WITH LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING LOCAL AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING AUTHORITIES, AS REQUIRED, TO FIELD LOCATE EXISTING AS REQUIRED, TO FIELD LOCATE EXISTING AS REQUIRED, TO FIELD LOCATE EXISTING REQUIRED, TO FIELD LOCATE EXISTING REQUIRED, TO FIELD LOCATE EXISTING TO FIELD LOCATE EXISTING TO FIELD LOCATE EXISTING FIELD LOCATE EXISTING FIELD LOCATE EXISTING LOCATE EXISTING LOCATE EXISTING EXISTING EXISTING DOMESTIC WATER, SANITARY SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING WATER, SANITARY SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING WATER, SANITARY SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING SANITARY SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING SANITARY SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING SEWER, GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING GAS, AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING AND COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING COMMUNICATION LINES PRIOR TO BEGINNING EARTH DISTURBING LINES PRIOR TO BEGINNING EARTH DISTURBING LINES PRIOR TO BEGINNING EARTH DISTURBING PRIOR TO BEGINNING EARTH DISTURBING PRIOR TO BEGINNING EARTH DISTURBING TO BEGINNING EARTH DISTURBING TO BEGINNING EARTH DISTURBING BEGINNING EARTH DISTURBING BEGINNING EARTH DISTURBING EARTH DISTURBING EARTH DISTURBING DISTURBING DISTURBING ACTIVITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES FOR FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES FIELD VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES VERIFYING LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES AND INVERTS OF ALL EXISTING UTILITIES AND INVERTS OF ALL EXISTING UTILITIES INVERTS OF ALL EXISTING UTILITIES INVERTS OF ALL EXISTING UTILITIES OF ALL EXISTING UTILITIES OF ALL EXISTING UTILITIES ALL EXISTING UTILITIES ALL EXISTING UTILITIES EXISTING UTILITIES EXISTING UTILITIES UTILITIES UTILITIES AND DRAINAGE STRUCTURES, WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO BEGINNING EARTH WORK OPERATIONS. 5. THIS PROJECT SHALL EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION THIS PROJECT SHALL EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION PROJECT SHALL EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION PROJECT SHALL EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION SHALL EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION SHALL EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION EXERCISE SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION SELECTIVE PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION PRESERVATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION OF EXISTING VEGETATION. WHERE EXISTING VEGETATION EXISTING VEGETATION. WHERE EXISTING VEGETATION EXISTING VEGETATION. WHERE EXISTING VEGETATION VEGETATION. WHERE EXISTING VEGETATION VEGETATION. WHERE EXISTING VEGETATION WHERE EXISTING VEGETATION WHERE EXISTING VEGETATION WHERE EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION VEGETATION VEGETATION HAS BEEN DESIGNATED TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID BEEN DESIGNATED TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID BEEN DESIGNATED TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID DESIGNATED TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID DESIGNATED TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID TO REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID REMAIN THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAID TAKE NECESSARY PRECAUTIONS TO ENSURE SAID TAKE NECESSARY PRECAUTIONS TO ENSURE SAID NECESSARY PRECAUTIONS TO ENSURE SAID NECESSARY PRECAUTIONS TO ENSURE SAID PRECAUTIONS TO ENSURE SAID PRECAUTIONS TO ENSURE SAID TO ENSURE SAID TO ENSURE SAID ENSURE SAID ENSURE SAID SAID SAID VEGETATION IS PROTECTED FROM HARM. 6. CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS AND SHALL BE PREPARED TO DELIVER CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS AND SHALL BE PREPARED TO DELIVER COPIES TO THE OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO TO THE OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO TO THE OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO THE OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO THE OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO OWNER OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO OR ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO ENGINEER UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO UPON REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO REQUEST. CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO CONTRACTOR SHALL KEEP RECORDS OF ANY CHANGES TO SHALL KEEP RECORDS OF ANY CHANGES TO SHALL KEEP RECORDS OF ANY CHANGES TO KEEP RECORDS OF ANY CHANGES TO KEEP RECORDS OF ANY CHANGES TO RECORDS OF ANY CHANGES TO RECORDS OF ANY CHANGES TO OF ANY CHANGES TO OF ANY CHANGES TO ANY CHANGES TO ANY CHANGES TO CHANGES TO CHANGES TO TO TO THE DESIGN OF THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT DESIGN OF THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT DESIGN OF THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT OF THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT OF THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT THE PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT PROJECT, AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT FOR PROVIDING AS-BUILT DRAWINGS WHICH REFLECT PROVIDING AS-BUILT DRAWINGS WHICH REFLECT PROVIDING AS-BUILT DRAWINGS WHICH REFLECT AS-BUILT DRAWINGS WHICH REFLECT AS-BUILT DRAWINGS WHICH REFLECT DRAWINGS WHICH REFLECT DRAWINGS WHICH REFLECT WHICH REFLECT WHICH REFLECT REFLECT REFLECT ANY MODIFICATION TO THE PLANS AS ORIGINALLY DESIGNED. 7. ALL GRADING, EARTHWORK, ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF ALL GRADING, EARTHWORK, ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF GRADING, EARTHWORK, ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF GRADING, EARTHWORK, ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF EARTHWORK, ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF EARTHWORK, ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF ROADWAY CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF CONSTRUCTION, DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF DRAINAGE STRUCTURES, PIPING, MATERIALS, AND TURF STRUCTURES, PIPING, MATERIALS, AND TURF STRUCTURES, PIPING, MATERIALS, AND TURF PIPING, MATERIALS, AND TURF PIPING, MATERIALS, AND TURF MATERIALS, AND TURF MATERIALS, AND TURF AND TURF AND TURF TURF TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF WITH APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF APPLICABLE SECTIONS OF THE GEORGIA DEPARTMENT OF SECTIONS OF THE GEORGIA DEPARTMENT OF SECTIONS OF THE GEORGIA DEPARTMENT OF OF THE GEORGIA DEPARTMENT OF OF THE GEORGIA DEPARTMENT OF THE GEORGIA DEPARTMENT OF THE GEORGIA DEPARTMENT OF GEORGIA DEPARTMENT OF GEORGIA DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF OF OF TRANSPORTATION'S (GDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT (GDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT (GDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT FOR CONSTRUCTION OF ROADS AND BRIDGES, CURRENT CONSTRUCTION OF ROADS AND BRIDGES, CURRENT CONSTRUCTION OF ROADS AND BRIDGES, CURRENT OF ROADS AND BRIDGES, CURRENT OF ROADS AND BRIDGES, CURRENT ROADS AND BRIDGES, CURRENT ROADS AND BRIDGES, CURRENT AND BRIDGES, CURRENT AND BRIDGES, CURRENT BRIDGES, CURRENT BRIDGES, CURRENT CURRENT CURRENT EDITION. 8. IF A CONFLICT BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD IF A CONFLICT BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD A CONFLICT BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD A CONFLICT BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD CONFLICT BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD CONFLICT BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD BETWEEN THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD OF THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD THE PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD PROJECT SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD SPECIFICATIONS AND GDOT SPECIFICATIONS SHOULD AND GDOT SPECIFICATIONS SHOULD AND GDOT SPECIFICATIONS SHOULD GDOT SPECIFICATIONS SHOULD GDOT SPECIFICATIONS SHOULD SPECIFICATIONS SHOULD SPECIFICATIONS SHOULD SHOULD SHOULD OCCUR, THE MORE RESTRICTIVE SPECIFICATION, AS DETERMINED BY THE ENGINEER, SHALL GOVERN. 9. UTILITY TRENCHES SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. UTILITY TRENCHES SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. TRENCHES SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. TRENCHES SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. RECOMMENDED BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. BY THE MANUFACTURER OF THE PIPE TO BE INSTALLED. THE MANUFACTURER OF THE PIPE TO BE INSTALLED. THE MANUFACTURER OF THE PIPE TO BE INSTALLED. MANUFACTURER OF THE PIPE TO BE INSTALLED. MANUFACTURER OF THE PIPE TO BE INSTALLED. OF THE PIPE TO BE INSTALLED. OF THE PIPE TO BE INSTALLED. THE PIPE TO BE INSTALLED. THE PIPE TO BE INSTALLED. PIPE TO BE INSTALLED. PIPE TO BE INSTALLED. TO BE INSTALLED. TO BE INSTALLED. BE INSTALLED. BE INSTALLED. INSTALLED. INSTALLED. TRENCH WALLS ABOVE THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS WALLS ABOVE THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS WALLS ABOVE THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS ABOVE THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS ABOVE THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS THE TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS TOP OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS OF THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS THE PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS PIPE SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS SHALL BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS BE SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS SLOPED, OR MADE VERTICAL, AND OF SUCH WIDTH AS OR MADE VERTICAL, AND OF SUCH WIDTH AS OR MADE VERTICAL, AND OF SUCH WIDTH AS MADE VERTICAL, AND OF SUCH WIDTH AS MADE VERTICAL, AND OF SUCH WIDTH AS VERTICAL, AND OF SUCH WIDTH AS VERTICAL, AND OF SUCH WIDTH AS AND OF SUCH WIDTH AS AND OF SUCH WIDTH AS OF SUCH WIDTH AS OF SUCH WIDTH AS SUCH WIDTH AS SUCH WIDTH AS WIDTH AS WIDTH AS AS AS RECOMMENDED IN THE MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL IN THE MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL IN THE MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL THE MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL THE MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL MANUFACTURER'S INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL INSTALLATION MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL MANUAL. WHERE NO MANUFACTURER'S INSTALLATION MANUAL WHERE NO MANUFACTURER'S INSTALLATION MANUAL WHERE NO MANUFACTURER'S INSTALLATION MANUAL WHERE NO MANUFACTURER'S INSTALLATION MANUAL NO MANUFACTURER'S INSTALLATION MANUAL NO MANUFACTURER'S INSTALLATION MANUAL MANUFACTURER'S INSTALLATION MANUAL MANUFACTURER'S INSTALLATION MANUAL INSTALLATION MANUAL INSTALLATION MANUAL MANUAL MANUAL IS AVAILABLE, TRENCH WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF AVAILABLE, TRENCH WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF AVAILABLE, TRENCH WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF TRENCH WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF TRENCH WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF WALLS SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF SHALL BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF BE CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF CUT BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF BACK TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF TO A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF A STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF STABLE SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF SLOPE, OR PROVIDED WITH EQUIVALENT MEANS OF OR PROVIDED WITH EQUIVALENT MEANS OF OR PROVIDED WITH EQUIVALENT MEANS OF PROVIDED WITH EQUIVALENT MEANS OF PROVIDED WITH EQUIVALENT MEANS OF WITH EQUIVALENT MEANS OF WITH EQUIVALENT MEANS OF EQUIVALENT MEANS OF EQUIVALENT MEANS OF MEANS OF MEANS OF OF OF PROTECTION FOR EMPLOYEES WHO MAY BE EXPOSED TO MOVING EARTH OR CAVE IN. 10. THE BOTTOMS OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE BOTTOMS OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR BOTTOMS OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR BOTTOMS OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR TO PROVIDE UNIFORM BEARING AND SUPPORT FOR TO PROVIDE UNIFORM BEARING AND SUPPORT FOR PROVIDE UNIFORM BEARING AND SUPPORT FOR PROVIDE UNIFORM BEARING AND SUPPORT FOR UNIFORM BEARING AND SUPPORT FOR UNIFORM BEARING AND SUPPORT FOR BEARING AND SUPPORT FOR BEARING AND SUPPORT FOR AND SUPPORT FOR AND SUPPORT FOR SUPPORT FOR SUPPORT FOR FOR FOR THE BOTTOM QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY BOTTOM QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY BOTTOM QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY HOLES SHALL BE EXCAVATED TO THE NECESSARY HOLES SHALL BE EXCAVATED TO THE NECESSARY SHALL BE EXCAVATED TO THE NECESSARY SHALL BE EXCAVATED TO THE NECESSARY BE EXCAVATED TO THE NECESSARY BE EXCAVATED TO THE NECESSARY EXCAVATED TO THE NECESSARY EXCAVATED TO THE NECESSARY TO THE NECESSARY TO THE NECESSARY THE NECESSARY THE NECESSARY NECESSARY NECESSARY SIZE AT EACH JOINT OR COUPLING TO ELIMINATE POINT BEARING. 11. TRENCH BACK FILL SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. TRENCH BACK FILL SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. BACK FILL SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. BACK FILL SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. FILL SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. FILL SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. SHALL CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. CONSIST OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. OF SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. SATISFACTORY, GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. GRANULAR MATERIAL, OR EXCAVATED BACK FILL MATERIAL. MATERIAL, OR EXCAVATED BACK FILL MATERIAL. MATERIAL, OR EXCAVATED BACK FILL MATERIAL. OR EXCAVATED BACK FILL MATERIAL. OR EXCAVATED BACK FILL MATERIAL. EXCAVATED BACK FILL MATERIAL. EXCAVATED BACK FILL MATERIAL. BACK FILL MATERIAL. BACK FILL MATERIAL. FILL MATERIAL. FILL MATERIAL. MATERIAL. MATERIAL. INITIAL BACK FILL, TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER BACK FILL, TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER BACK FILL, TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER FILL, TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER FILL, TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER A POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER POINT ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER ONE FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER FOOT ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER ABOVE THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER THE TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER TOP OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER OF THE PIPE, SHALL NOT CONTAIN ROCKS GREATER THE PIPE, SHALL NOT CONTAIN ROCKS GREATER THE PIPE, SHALL NOT CONTAIN ROCKS GREATER PIPE, SHALL NOT CONTAIN ROCKS GREATER PIPE, SHALL NOT CONTAIN ROCKS GREATER SHALL NOT CONTAIN ROCKS GREATER SHALL NOT CONTAIN ROCKS GREATER NOT CONTAIN ROCKS GREATER NOT CONTAIN ROCKS GREATER CONTAIN ROCKS GREATER CONTAIN ROCKS GREATER ROCKS GREATER ROCKS GREATER GREATER GREATER THAN THREE INCHES IN ANY DIMENSION OR AS RECOMMENDED BY THE PIPE MANUFACTURER. 12. CONTRACTOR SHALL FULLY RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE CONTRACTOR SHALL FULLY RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE SHALL FULLY RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE SHALL FULLY RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE FULLY RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE FULLY RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE RESTORE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE AND REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE REPLACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE ALL PAVEMENT AND OTHER SURFACE AND SUBSURFACE PAVEMENT AND OTHER SURFACE AND SUBSURFACE PAVEMENT AND OTHER SURFACE AND SUBSURFACE AND OTHER SURFACE AND SUBSURFACE AND OTHER SURFACE AND SUBSURFACE OTHER SURFACE AND SUBSURFACE OTHER SURFACE AND SUBSURFACE SURFACE AND SUBSURFACE SURFACE AND SUBSURFACE AND SUBSURFACE AND SUBSURFACE SUBSURFACE SUBSURFACE STRUCTURES REMOVED OR DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION REMOVED OR DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION REMOVED OR DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION OR DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION OR DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION DISTURBED DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION DURING EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION EXCAVATION, TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION TO A CONDITION THAT IS AS NEAR ORIGINAL CONDITION A CONDITION THAT IS AS NEAR ORIGINAL CONDITION A CONDITION THAT IS AS NEAR ORIGINAL CONDITION CONDITION THAT IS AS NEAR ORIGINAL CONDITION CONDITION THAT IS AS NEAR ORIGINAL CONDITION THAT IS AS NEAR ORIGINAL CONDITION THAT IS AS NEAR ORIGINAL CONDITION IS AS NEAR ORIGINAL CONDITION IS AS NEAR ORIGINAL CONDITION AS NEAR ORIGINAL CONDITION AS NEAR ORIGINAL CONDITION NEAR ORIGINAL CONDITION NEAR ORIGINAL CONDITION ORIGINAL CONDITION ORIGINAL CONDITION CONDITION CONDITION AS POSSIBLE. 13. CONTRACTOR SHALL REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM CONTRACTOR SHALL REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM SHALL REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM SHALL REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM THE SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM SITE AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM AND PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM PROPERLY DISPOSE OF ALL WASTE MATERIAL RESULTING FROM DISPOSE OF ALL WASTE MATERIAL RESULTING FROM DISPOSE OF ALL WASTE MATERIAL RESULTING FROM OF ALL WASTE MATERIAL RESULTING FROM OF ALL WASTE MATERIAL RESULTING FROM ALL WASTE MATERIAL RESULTING FROM ALL WASTE MATERIAL RESULTING FROM WASTE MATERIAL RESULTING FROM WASTE MATERIAL RESULTING FROM MATERIAL RESULTING FROM MATERIAL RESULTING FROM RESULTING FROM RESULTING FROM FROM FROM CONSTRUCTION ACTIVITIES. 14.