Cottage Innovations Civil Drawings 1 23 2024.pdf

COTTAGE INNOVATIONS

FOR

JANUARY 2024

LOCATION IN GEORGIA

N.T.S.

SITE PLAN

STATEWIDE ENGINEERING, INC.

ENGINEERS - SURVEYORS - PLANNERS

CITY OF FITZGERALD, GEORGIA

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3-

DRAWING INDEX

COVER SHEET

C-1 CONSTRUCTION NOTES

C-2 GRADING & DRAINAGE

C-3 SIGN, STRIPE, & DIMENSIONAL

C-4 UTILITY PLAN

C-5 EROSION CONTROL PLAN

C-6 CONSTRUCTION DETAILS

C-7 EROSION CONTROL DETAILS

C-8 EROSION CONTROL DETAILS

C-9 GDOT DETAIL A1

LOCATION MAP

ENGINEER

STATEWIDE ENGINEERING, INC.

516 EAST ASHLEY STREET

DOUGLAS, GEORGIA 31533

(912) 384-7723

DEVELOPER

FITZGERALD & BEN HILL COUNTY

DEVELOPMENT AUTHORITY

121 E. PINE STREET

FITZGERALD , GEORGIA 31750

229-423-9357

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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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TALBOT

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TAYLOR

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CRAWFORD

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JONES

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JASPER

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PUTNAM

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TALIA-

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WARREN

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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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WILCOX

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PULASKI

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DODGE

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WHEELER

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TELFAIR

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MONTGOMERY

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TOOMBS

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TATTNALL

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BULLOCH

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SCREVEN

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EFFINGHAM

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EVANS

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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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CALHOUN

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DOUGHERTY

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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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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 SHALL SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK. 2. 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 TELEPHONE LINES PRIOR TO BEGINNING EARTH DISTURBING ACTIVITIES. 3. 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. 4. CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS. CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS. 5. 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. 6. 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. 7. 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. 8. THE BOTTOMS OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE 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 THE BOTTOMS OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE OF TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE TRENCHES SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE SHALL BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE BE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE ACCURATELY GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE TO PROVIDE UNIFORM BEARING AND SUPPORT FOR THE PROVIDE UNIFORM BEARING AND SUPPORT FOR THE PROVIDE UNIFORM BEARING AND SUPPORT FOR THE UNIFORM BEARING AND SUPPORT FOR THE UNIFORM BEARING AND SUPPORT FOR THE BEARING AND SUPPORT FOR THE BEARING AND SUPPORT FOR THE AND SUPPORT FOR THE AND SUPPORT FOR THE SUPPORT FOR THE SUPPORT FOR THE FOR THE FOR THE THE THE BOTTOM QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE QUADRANT OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE OF EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE EACH SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE SECTION OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE OF THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE THE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE PIPE. BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE BELL HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE HOLES SHALL BE EXCAVATED TO THE NECESSARY SIZE SHALL BE EXCAVATED TO THE NECESSARY SIZE SHALL BE EXCAVATED TO THE NECESSARY SIZE BE EXCAVATED TO THE NECESSARY SIZE BE EXCAVATED TO THE NECESSARY SIZE EXCAVATED TO THE NECESSARY SIZE EXCAVATED TO THE NECESSARY SIZE TO THE NECESSARY SIZE TO THE NECESSARY SIZE THE NECESSARY SIZE THE NECESSARY SIZE NECESSARY SIZE NECESSARY SIZE SIZE SIZE AT EACH JOINT OR COUPLING TO ELIMINATE POINT BEARING. 9. 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. 10. 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. 11. 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. 12. CONTRACTOR SHALL STRIP EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING CONTRACTOR SHALL STRIP EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING SHALL STRIP EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING SHALL STRIP EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING STRIP EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING STRIP EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING EXISTING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING TOPSOIL FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING FROM AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING AREA TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING TO BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING BE DISTURBED AND RE-SPREAD IN AREAS REQUIRING DISTURBED AND RE-SPREAD IN AREAS REQUIRING DISTURBED AND RE-SPREAD IN AREAS REQUIRING AND RE-SPREAD IN AREAS REQUIRING AND RE-SPREAD IN AREAS REQUIRING RE-SPREAD IN AREAS REQUIRING RE-SPREAD IN AREAS REQUIRING IN AREAS REQUIRING IN AREAS REQUIRING AREAS REQUIRING AREAS REQUIRING REQUIRING REQUIRING LANDSCAPING OR TURF ESTABLISHMENT ONCE MASS GRADING IS COMPLETE.

AutoCAD SHX Text TRAFFIC, SIGNAGE, AND STRIPING NOTES: 1. CONTRACTOR SHALL COMPLY WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD CONTRACTOR SHALL COMPLY WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD SHALL COMPLY WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD SHALL COMPLY WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD COMPLY WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD COMPLY WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD WITH SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD SECTIONS 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD 104.05 AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD AND 107.07 OF THE GEORGIA D.O.T.'s STANDARD 107.07 OF THE GEORGIA D.O.T.'s STANDARD 107.07 OF THE GEORGIA D.O.T.'s STANDARD OF THE GEORGIA D.O.T.'s STANDARD OF THE GEORGIA D.O.T.'s STANDARD THE GEORGIA D.O.T.'s STANDARD THE GEORGIA D.O.T.'s STANDARD GEORGIA D.O.T.'s STANDARD GEORGIA D.O.T.'s STANDARD D.O.T.'s STANDARD D.O.T.'s STANDARD STANDARD STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES, LATEST EDITION. 2. ALL TRAFFIC CONTROL DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE ALL TRAFFIC CONTROL DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE TRAFFIC CONTROL DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE TRAFFIC CONTROL DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE CONTROL DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE CONTROL DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DEVICES SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE SHALL BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE BE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE MADE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE ACCORDANCE WITH THE DETAILS SHOWN ON THE ACCORDANCE WITH THE DETAILS SHOWN ON THE WITH THE DETAILS SHOWN ON THE WITH THE DETAILS SHOWN ON THE THE DETAILS SHOWN ON THE THE DETAILS SHOWN ON THE DETAILS SHOWN ON THE DETAILS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE PLANS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD TRAFFIC CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD CONTROL DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD DEVICES (MUTCD), & THE GEORGIA D.O.T. STANDARD (MUTCD), & THE GEORGIA D.O.T. STANDARD (MUTCD), & THE GEORGIA D.O.T. STANDARD & THE GEORGIA D.O.T. STANDARD & THE GEORGIA D.O.T. STANDARD THE GEORGIA D.O.T. STANDARD THE GEORGIA D.O.T. STANDARD GEORGIA D.O.T. STANDARD GEORGIA D.O.T. STANDARD D.O.T. STANDARD D.O.T. STANDARD STANDARD STANDARD SPECIFICATIONS AND/OR SPECIAL PROVISIONS. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN ALL TRAFFIC CONTROL DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN TRAFFIC CONTROL DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN TRAFFIC CONTROL DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN CONTROL DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN CONTROL DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN DEVICES SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN AS SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN SHOWN, OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN OR AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN AS DIRECTED BY THE ENGINEER. THE DEVICES SHOWN DIRECTED BY THE ENGINEER. THE DEVICES SHOWN DIRECTED BY THE ENGINEER. THE DEVICES SHOWN BY THE ENGINEER. THE DEVICES SHOWN BY THE ENGINEER. THE DEVICES SHOWN THE ENGINEER. THE DEVICES SHOWN THE ENGINEER. THE DEVICES SHOWN ENGINEER. THE DEVICES SHOWN ENGINEER. THE DEVICES SHOWN THE DEVICES SHOWN THE DEVICES SHOWN DEVICES SHOWN DEVICES SHOWN SHOWN SHOWN ARE FOR MINIMAL CONDITIONS. ADDITIONAL DEVICES MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. 4. ALL TYPE OF HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE ALL TYPE OF HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE TYPE OF HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE TYPE OF HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE OF HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE OF HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE HIGHWAYS: ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE ADVANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE WARNING SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE SIGNS SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE SHALL BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE BE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE PLACED AHEAD OF THE WORK AREA IN ACCORDANCE AHEAD OF THE WORK AREA IN ACCORDANCE AHEAD OF THE WORK AREA IN ACCORDANCE OF THE WORK AREA IN ACCORDANCE OF THE WORK AREA IN ACCORDANCE THE WORK AREA IN ACCORDANCE THE WORK AREA IN ACCORDANCE WORK AREA IN ACCORDANCE WORK AREA IN ACCORDANCE AREA IN ACCORDANCE AREA IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH PART VI OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) PART VI OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) PART VI OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) VI OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) VI OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) OF THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) THE MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) MUTCD AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) AND SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) SHALL INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) INCLUDE A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) A SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) SERIES OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) OF AT LEAST THREE ADVANCE ROAD WORK (W20-1) AT LEAST THREE ADVANCE ROAD WORK (W20-1) AT LEAST THREE ADVANCE ROAD WORK (W20-1) LEAST THREE ADVANCE ROAD WORK (W20-1) LEAST THREE ADVANCE ROAD WORK (W20-1) THREE ADVANCE ROAD WORK (W20-1) THREE ADVANCE ROAD WORK (W20-1) ADVANCE ROAD WORK (W20-1) ADVANCE ROAD WORK (W20-1) ROAD WORK (W20-1) ROAD WORK (W20-1) WORK (W20-1) WORK (W20-1) (W20-1) (W20-1) SIGNS PLACED AT THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, PLACED AT THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, PLACED AT THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, AT THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, AT THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, THE TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, TERMINI OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, OF THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, THE PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, PROJECT. THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, THE SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, SERIES SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, SHALL HAVE THE LEGEND: ROAD WORK(1500 FEET, HAVE THE LEGEND: ROAD WORK(1500 FEET, HAVE THE LEGEND: ROAD WORK(1500 FEET, THE LEGEND: ROAD WORK(1500 FEET, THE LEGEND: ROAD WORK(1500 FEET, LEGEND: ROAD WORK(1500 FEET, LEGEND: ROAD WORK(1500 FEET, ROAD WORK(1500 FEET, ROAD WORK(1500 FEET, WORK(1500 FEET, WORK(1500 FEET, FEET, FEET, 1000 FEET, AND 500 FEET). 5.