A153_CDC_-_DRAWING_FILE_FOR_W912ER19R0029_Part1.pdf

CONSTRUCT SEWAGE TREATMENT EXTENSION

ALI AL SALEM AIR BASE

m US Army Corps of Engineers ®

MIDDLE EAST DISTRICT

KUWAIT

KU-460510

SUBMISSION TYPE

SHEET ID

G-000

NO.

SHT.REF.

FILE NO. TITLE

AM/COP NO.REV. NO.

REVISIONS

INDEX OF DRAWINGS

G-000

G-011

G-021

G-031

COVER SHEET

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

C-100

XS-001

GENERAL

SITE DESIGN

STANDARD LEGENDS & SYMBOLS

KU-460510--CS100PN

KU-460510--XS001GN

* = PLACE HOLDER FOR DISCIPLINE MODIFIER

-0

-2

A N

S I

D

P L

O T D

A T

E

W

IN

C H

E S

T E

R

V A

-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

F

IL

E N

A M

E

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IN

D

E X O

F D

R A

W

IN

G S

G E

N E

R A

L

C O

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

S

IO

N

P -4

A

I

A L S

A L E

M A

IR

B

A S

E

K U

W A

IT

G-011

K U -4

-G

I0

G N .d g n

J

C O

O N

J

C O

O N

KU-460510-GI011GN

KU-460510-GI000GN

KU-460510-GI021GN

KU-460510-GI031GN

KEY PLAN

SITE PLAN - SHEET 1

SITE PLAN - SHEET 2

SITE PLAN - SHEET 3

SITE PLAN - SHEET 4

ENLARGED SITE PLAN - SHEET 1

ENLARGED SITE PLAN - SHEET 2

ENLARGED SITE PLAN - SHEET 3

ENLARGED SITE PLAN - SHEET 4

ENLARGED SITE PLAN - SHEET 5

MISCELLANEOUS DETAILS

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-109

C-501

KU-460510--CS101PN

KU-460510--CS102PN

KU-460510--CS103PN

KU-460510--CS104PN

KU-460510--CS105PN

KU-460510--CS106PN

KU-460510--CS107PN

KU-460510--CS108PN

KU-460510--CS109PN

KU-460510--CU501DT

STRUCTURAL NOTES

MISCELLANEOUS DETAILSKU-460510--XS501DTXS-501

XM-101

XM-102

XM-103

XM-104

XM-105

KU-460510--XM101PN

KU-460510--XM102PN

KU-460510--XM103PN

KU-460510--XM104PN

KU-460510--XM105PN

XM-106 KU-460510--XM106PN

CIVIL UTILITY SITE PLAN - SHEET 1

CIVIL UTILITY SITE PLAN - SHEET 2

CIVIL UTILITY SITE PLAN - SHEET 3

CIVIL UTILITY SITE PLAN - SHEET 4

CIVIL UTILITY ENLARGED SITE PLAN

HYDRAULIC PROFILE

XM-501

XM-502

XM-503

XM-504

XM-505

KU-460510--XM501DT

KU-460510--XM502DT

KU-460510--XM503DT

KU-460510--XM504DT

KU-460510--XM505DT

XM-506 KU-460510--XM506DT

SOUTH YARD (RH-MCT) HOLDING TANK AND LIFT STATION

EFFLUENT WATER LIFT STATION DETAILS

SITE UTILITY DETAILS - SHEET 1

SITE UTILITY DETAILS - SHEET 2

TRUCK FILL STATION DETAILS

GENERAL DETAILS

XM-507 KU-460510--XM507DT

XM-508 KU-460510--XM508DT

PROCESS FLOW DIAGRAM

BROWNSTONES LIFT STATION OVERFLOW

XE-101

XE-102

XE-103

XE-104

XE-105

KU-460510--XM101PN

KU-460510--XM102PN

KU-460510--XM103PN

KU-460510--XM104PN

KU-460510--XM105PN

XE-106 KU-460510--XE106PN

XE-501

XE-502

XE-503

XE-504

XE-505

KU-460510--XE501DT

KU-460510--XE502DT

KU-460510--XE503DT

KU-460510--XE504DT

KU-460510--XE505DT

XE-506 KU-460510--XE506DT

ELECTRICAL DETAILS - SHEET 5

XE-601 KU-460510--XE601DI

XE-602 KU-460510--XE602SC

ELECTRICAL DETAILS - SHEET 3

ELECTRICAL DETAILS - SHEET 1

ELECTRICAL DETAILS - SHEET 2

ELECTRICAL DETAILS - SHEET 4

ELECTRICAL DETAILS - SHEET 6

ELECTRICAL ONE-LINE DIAGRAM

SCHEDULES

ELECTRICAL SITE PLAN - SHEET 1

ELECTRICAL SITE PLAN - SHEET 2

ELECTRICAL SITE PLAN - SHEET 3

ELECTRICAL SITE PLAN - SHEET 4

ELECTRICAL SITE PLAN - SHEET 5

ELECTRICAL SITE PLAN - SHEET 6

XE-107

XE-108

XE-109

KU-460510--XM107PN

KU-460510--XM108PN

KU-460510--XM109LS

XE-110 KU-460510--XE110LS

ELECTRICAL SITE PLAN - SHEET 7

ELECTRICAL SITE PLAN - SHEET 8

ENLARGED ELECTRICAL SITE PLAN - SHEET 1

ENLARGED ELECTRICAL SITE PLAN - SHEET 2

IN THE STANDARD NOTES & DETAILS FOLDER

STANDARD DETAILS ARE LOCATED

SPECIFICALLY REFERENCE A SHEET

STANDARD DETAILS DO NOT

OR DETAIL NUMBER

SECTION/ELEVATION LETTER,

ILLUSTRATION IS REFERENCED.

SHEET NUMBER OF SHEET WHERE

ON MULTIPLE SHEETS.

ILLUSTRATION IS REFERENCED

SHEET NUMBER OF SHEET WHERE

OR STANDARD DETAILS

3D REPRESENTATIONS,

DIAGRAMS, SCHEDULES,

DRAWING TITLE FOR PLANS,

CROSS REFERENCING SYMBOLS

SECTION LETTER

DETAIL NUMBER

INTERIOR ELEVATION LETTER

ELEVATION LETTER

ELEVATION LETTER

SECTION IS REFERENCED.

SHEET NUMBER OF SHEET WHERE

DETAIL IS REFERENCED.

SHEET NUMBER OF SHEET WHERE

ELEVATION IS REFERENCED.

SHEET NUMBER OF SHEET WHERE

ELEVATION IS REFERENCED.

SHEET NUMBER OF SHEET WHERE

ROOM ID

DOOR ID

WINDOW ID

SYMBOLS

NORTH SYMBOL

REVISION ID

EQUIPMENT ID

KEY NOTE ID

IN PLAN

ROUGH FLOOR ELEVATION

IN PLAN

FINISH FLOOR ELEVATION

SECTION AND ELEVATION

ELEVATION SYMBOL IN

CENTERLINE ID

PLUS OR MINUS

DIAMETER

ELEVATION MARKER

PLATE LINE ID

ANGLE

PLUS

GENERAL REFERENCE

TITLE TEXT SIZE

NOTE TEXT SIZE

1 MMDDYY

A MMDDYY

AMENDMENT NUMBER

COP LETTER

MMDDYYDESIGN SUBMITTALXX%

MMDDYYBORDER SUBMITTAL10%

6MM FOR SUBTITLES AND TITLES

TABLE/SCHEDULE TEXT AND GENERAL TEXT

3MM FOR DIMENSIONS, NOTES, CALLOUTS,

DETAILS

CROSS SECTIONS

STAIR DETAILS

LIFE SAFETY FLOOR PLANS

ROOF PLANS

DRAWING TITLESTEXT ATTRIBUTES TAM DRAWING SCALES

REFLECTED CEILING PLANS

ENLARGED FLOOR PLANS

TYPICAL FLOOR PLANS

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

VERTICAL

HORIZTONAL

CIVIL PROFILES

ELEVATION MARKER

INTERIOR

ELEVATION MARKER

EXTERIOR

SECTION MARKER

DETAIL CALLOUT

SHEET OF

SHEET ID

X-101 3 4

2.5MM FOR REVISON TEXT

2.5MM FOR ISSUE TEXT

3MM SHEET ID TEXT

3MM FACILITY DESIGNATOR TEXT

5MM SHEET NUMBER TEXT

3MM VARIABLE TEXT

KEY PLAN HATCHING

1.5MM CONSTANT TEXT

COLUMN GRIDLINE

WALL TYPE ID

KEY PLAN ID MATCHLINE ID

(USE NUMBERS)

COLUMN ID - VERTICAL;

O & I)

EXCEPT FOR

(USE LETTERS,

COLUMN ID - HORIZONTAL;

0 .10 .20 .30 .40 1

1:5

1.00.500

1:10

1.00.500

1:10

1 .50 0

1:20

11 .50 0

1:20

1 0 4321

1:50

1 0 4321

1:50

1 0 4321

1:50

1 0 4321

1:50

5 0 5 10 15

1:200

5 0 5 10 15

1:200

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1 0 1 2 3 4 5 6 7 8 9

1:100

1.00.500

1:10

1.00.500

1:10

SCALE= 1:XXX

X

3D REPRESENTATIONS

STANDARD DETAILS,

SCHEDULES,

PLANS, DIAGRAMS,

X

X-XXX

SPECIFIC DETAILS

ENLARGED PLANS,

SECTIONS, ELEVATIONS,

SCALE= 1:XXX

X

X-XXX,

X-XXX,

X-XXX,

SPECIFIC DETAILS

ENLARGED PLANS,

SECTIONS, ELEVATIONS,

SCALE= 1:XXX

X-XXX

X-X

X

X-XXX

A

D B

C

X

X-XXX

X

X-XXX

RGH FL ELEV

FIN FL ELEV

FIN FL ELEV

C

LP

X

X-XXX

X

X-XXX

X

X-XXX

X

X-XXX

NN

W1

A

SEE XX/X-XXX

MATCH LINE

-0

-2

O

T D

A T

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D B

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D R

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US Army Corps

U .S

A R

M Y C

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P S O

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K U -4

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US Army Corps

U .S

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A N

S I

D

ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

S T

A N

D A

R D A

B B

R E

V

IA

T

IO

N S

G-031

K U -4

-G

I0

G N .d g n

J

C O

O N

J

C O

FO

RCEM

AIN

F O

R C

E M

A

IN

C H

H

C H

H

CHH

CHH

CHH

CHH

CHH

CHH

CHH

C H

H

C H

H

CHH

CHH

CHH

C H

H

C H

H

CHH

CHH

CHH

.7 m

XE-101

XM-101

C-101

XE-105

XE-104

XE-103

XE-102

XM-102

C-102

XE-107

XM-104

C-104

XE-108

XE-107

XE-106

XE-105

XM-103

C-103

XE-110

C-109

C-108

C-107

ENLARGED PLANS

XE-109

XM-105

C-105

ENLARGED PLAN

C-106

ENLARGED PLAN

TL

TL

TL

C-WIRE

C-WIRE

H e a v y

U t ili t ie s

E le c t r ic a l

E n v ir o n

S t r u c t u r e s

H V

A o m m

L R S

P P

E M

HARVEST FALCON

TMH

TMH

G A

T C

H R

O A

D

DEPTH 0.90m

D E P

T H .9 m

EXISTING EARTHEN ACCESS DRIVE

EXISTING FORCEMAIN

HANDHOLE

EXISTING COMMUNICATIONS

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

11KV 3/C 35mm SWA CABLE

EXISTING DIRECT BURIED

HANDHOLE

EXISTING COMMUNICATIONS

HANDHOLE

EXISTING COMMUNICATIONS

HANDHOLE

COMMUNICATIONS

ONE-LINE DIAGRAM

SUBSTATION ELECTRICAL

EXISTING CV2

SEE SHEET XE-603 FOR

CV2 SUBSTATION

G A

T C

H R

O A

D

MANHOLE

COMMUNICATION

EXISTING

CONDUCTOR

WITH 150mm EARTH

4/C 300mm SWA CABLE

DIRECT BURIED

CONDUCTOR

EARTH

WITH 150mm

SWA CABLE

4/C 300mm

DIRECT BURIED

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

11KV 3/C 35mm SWA CABLE

EXISTING DIRECT BURIED

BELOW ROAD

CONCRETE ENCASEMENT

MAIN 11KV SUBSTATION

ALI AL SALEM

HANDHOLE

EXISTING COMMUNICATIONS

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

DRIVE

EXISTING EARTHEN ACCESS

35mm SWA CABLE

BURIED11KV 3/C

EXISTING DIRECT

HANDHOLE

EXISTING COMMUNICATIONS

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

HANDHOLE

EXISTING COMMUNICATIONS

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

HANDHOLE

COMMUNICATIONS

EXISTING

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

MANHOLE

EXISTING COMMUNICATIONS

DIAGRAM

ELECTRICAL ONE-LINE

EXISTING CV2 SUBSTATION

SEE SHEET XE-603 FOR

CV2 SUBSTATION

CONDUCTOR

EARTH

WITH 150mm

SWA CABLE

4/C 300mm

DIRECT BURIED

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

FM

EXISTING

E H

M

ID

D L E E

A S

T D

IS

T R

IC

T

P .O

B O

X

W

IN

C H

E S

T E

R

V A

-1

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S

S

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D

A T

E

T

IM

E

U

S E

R

F

IL

E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

NN

900800700600500400300200100100

1:10000

G .L .H

K U -4

C S P

N .d w g

I

A L S

A L E

M A

IR

B

A S

E

K U

W A

IT

C-100

K E

Y P

L

IT

E D

E S

IG

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

S

IO

N

G

.H

-4

SCALE: 1:10000

A-5

KEY PLAN

NOTES:

1.

CONSTRUCTION OF THE SITE ELECTRICAL DISTRIBUTION SYSTEM.

SHALL ALSO COORDINATE WITH OTHER UTILITIES AND TRADES FOR THE DESIGN AND

REPRESENTATIVE, SURVEY INFORMATION AND THE EXISTING CONDITIONS. CONTRACTOR

DEMOLITION AND/OR RELOCATION OF THE EXISTING SITE UTILITIES WITH THE LOCAL

TIME OF DESIGN. THE CONTRACTOR SHALL DETERMINE, VERIFY, AND COORDINATE THE

PARTIALLY SHOWN OR NOT SHOWN AT ALL BASED ON THE AVAILABLE INFORMATION AT THE

THE EXISTING UNDERGROUND UTILITIES INFORMATION MAYBE INCOMPLETE AND ARE ONLY

2.

DETERMINE LOCATION AND ROUTING OF THE EXISTING UNDERGROUND UTILITIES.

SHALL UTILIZE ELECTRICAL CIRCUIT TRACERS OR OTHER ACCEPTABLE MEANS TO

WORK AND TAKE MEASURES TO ENSURE SAFETY OF PERSONNEL. THE CONTRACTOR

DETERMINE THE ACTUAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO STARTING ANY

NEEDED TO CLEARLY DETERMINE THE EXISTING SITE CONDITIONS. CONTRACTOR SHALL

THE CONTRACTOR SHALL PERFORM SITE SURVEYS AND ALL OTHER INVESTIGATIONS

3.

4.

SURVEY. ASSUME LIMITS OF SURVEY IS 10 M EITHER SIDE OF THE PROPOSED ALIGNMENT.

ALIGNMENT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE LIMITS OF

BROWNSTONES LIFT STATION. THE CONTRACTOR SHALL COORDINATE THE PROPOSED

GRADING AND SITING OF THE SEWER LINE FROM SOUTH YARD (RH/MCT) LIFT STATION TO THE

A NEW ROAD WAS CONSTRUCTED WITHIN THE PROJECT LIMITS, WHICH IMPACTED THE

DURING THE DURATION OF CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL PROVIDE PORTABLE SANITARY FACILITIES FOR WORKERS TO USE

OF OUTAGES, ALL NECESSARY DISCONNECTIONS, AND RECONNECTIONS.

INCLUDING MARKING OF EXISTING UNDERGROUND UTILITIES, DIGGING PERMITS, SCHEDULING

COORDINATION WITH THE BASE AGENCIES TO CLEARLY DETERMINE ALL WORK REQUIREMENTS

AFFECTED CONSTRUCTION AREA. CONTRACTOR SHALL MAKE ALL NEEDED CONTACTS AND

THE CONTRACTOR SHALL RELOCATE EXISTING UTILITIES THAT ARE IN OPERATION OUT OF THE

5.

CPT-3

E744956.901

N3250836.628

130.01

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

NOTE 12

CIVIL UTILITY INFORMATION

SEE SHEET XM-105 FOR

SURFACING

AGGREGATE

2-BOLLARDS

SURVEY

LIMITS OF NEW

EX C

EX SS

EX C

EX SS

ENLARGED SITE PLAN

SEE SHEET C-105 FOR

SEE SHEET XM-101

FOR UTILITY INFORMATION

YARD, SEE NOTE 17

STAGING AREA/LAYDOWN

DRIVE

EXISTING EARTHEN ACCESS

35mm SWA CABLE

BURIED11KV 3/C

EXISTING DIRECT

HANDHOLE

EXISTING COMMUNICATIONS

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

TMH

TMH

MH

TL=120.16

TL=122.57

TL=122.43

TL=121.63

TL=120.84

TL=119.30

MH

TL=117.53

MH

TL=117.52

TL=117.97

TL=116.94

MH

MH

MH

MH

MH

MH

MH

MH

SBSB

SBSB

G A

T C

H R

O A

NEW-CP7

D L E E

A S

T D

IS

T R

IC

T

P .O

B O

X

W

IN

C H

E S

T E

R

V A

-1

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D

A T

E

T

IM

E

U

S E

R

F

IL

E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

1:2000

50 50 150100

MATCHLINE - FOR CONTINUATION SEE SHEET C-102

NN

1. PLAN COORDINATES AND ELEVATIONS DERIVED FROM ALI AL SALEM AIR BASE, KUWAIT, UTILITY PLAN, SEWAGE TREATMENT PLANT AREA, USACE MED, STANLEY CONSULTANTS, INC., ENGICON KSA ARAB

SURVEYORS NASR HUSSEINI CONSULTANT ENGINEERS TOPOGRAPHIC SURVEY, MARCH, 2017 AND ALI AL

SALEM AIR BASE, KUWAIT, UTILITY PLAN, NEW FORCE MAIN AND LIFT STATION AND BARRACKS AREA, USACE MED, STANLEY CONSULTANTS, INC., ENGICON KSA ARAB SURVEYORS NASR HUSSEINI

CONSULTANT ENGINEERS TOPOGRAPHIC SURVEY, NOVEMBER, 2016. BASE CONTROL INFORMATION IS

INDICATED IN PUBLICATION 15-5019 TAGGS AIRFIELD SURVEY AHMED ALI AL SALEM AIR BASE, KUWAIT, FEBRUARY 2015. CONTRACTOR MAY OBTAIN INFORMATION FROM CONTRACTING OFFICER.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A COMPLETE SET OF APPROVED CONSTRUCTION

DOCUMENTS ON SITE AT ALL TIMES. THE DRAWINGS SHALL BE CONTINUOUSLY MARKED-UP TO REFLECT

AS-BUILT CONDITIONS. THE AS-BUILT MARK-UP DRAWINGS SHALL BE PROVIDED TO BASE ENGINEER

FOLLOWING CONSTRUCTION COMPLETION.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR:

a. PREPARING A TRAFFIC CONTROL PLAN THAT SHALL BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO COMMENCING ANY PHASE OF CONSTRUCTION. TRAFFIC CONTROL

PLAN AND IMPLEMENTATION SHALL UTILIZE STANDARD SIGNS AND DEVICES WHICH CONFORM TO THE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (2009) OR KUWAIT STANDARD TRAFFIC CONTROL

DEVICES FOR TEMPORARY INSTALLMENT DURING CONSTRUCTION.

b. ALL PROJECT SAFETY INCLUDING, BUT NOT LIMITED TO, TRENCH EXCAVATION AND SHORING, TRAFFIC

CONTROL AND SECURITY.

c. COORDINATION WITH OTHER CONTRACTORS REGARDING CONCURRENT CONSTRUCTION ACTIVITIES

OCCURING ADJACENT TO THE SITE.

d. MAINTAINING CONTINUOUSLY OPEN TRANSPORTATION CORRIDORS.

e. COORDINATION WITH BASE PERSONNEL IF INTERRUPTION OF USE OF TRANSPORTATION CORRIDORS IS

REQUIRED.

4. IF SITE CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION WHICH INDICATE AN UNFORESEEN

CONDITION THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IMMEDIATELY.

5. THE CONTRACTOR SHALL DESIGNATE THE LOCATION FOR WASTING SPOIL MATERIALS AND SHALL OBTAIN

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO THE START OF CONSTRUCTION.

6. THE CONTRACTOR SHALL KEEP THE SITE AND ADJACENT STREETS AND ROADS CLEAN AND FREE OF

DEBRIS.

7. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF

PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CONTRACTING OFFICER FOR CLARIFICATION.

8. IT IS THE INTENT THAT THE CONTRACTOR SHALL CONTROL STORM WATER RUNOFF BY CONVEYING

SURFACE DRAINAGE AWAY FROM THE IMPROVEMENTS BY WAY OF THE RESHAPED GROUND AROUND THE

NEW FACILITIES AND THAT THE SURFACE DRAINAGE WILL DRAIN TO WHERE IT HAS HISTORICALLY

DRAINED. DRAINAGE SLOPES AWAY FROM STRUCTURES SHALL BE MINIMUM 5% FOR A MINIMUM

DISTANCE OF 1.5m.

9. PRIOR TO FINAL APPROVAL AND ACCEPTANCE OF THE WORK THE CONTRACTOR SHALL CLEAN AND/OR

REPAIR ROADWAYS USED OR DAMAGED DURING CONSTRUCTION AS A RESULT OF THIS CONSTRUCTION.

10. CONTRACTOR SHALL REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FOUND ON SITE BEFORE PLACING

FILL MATERIALS.

11. ALL CONSTRUCTION WORK THAT MAY REQUIRE TEMPORARY CLOSURE OF ROADS/STREETS, TEMPORARY

UTILITY SHUTDOWNS, TEMPORARY FENCE REMOVAL AND ANY OTHER INTERRUPTIONS TO AASAB NORMAL

OPERATIONS SHALL BE COORDINATED THROUGH THE AASAB BASE ENGINEER.

12. CONTRACTOR SHALL CONTROL DUST CAUSED BY CONSTRUCTION ACTIVITIES. USE OF WATER

APPLICATIONS OR OTHER TEMPORARY METHODS SHALL BE UTILIZED.

13. LINE SHOWN IN DRAWINGS LABELED "LIMITS OF NEW SURVEY" IS THE DIVIDING LINE BETWEEN

TOPOGRAPHIC SURVEY COMPLETED NOVEMBER 2016/MARCH 2017 AND THE OVERALL BASE LINEWORK

INFORMATION. THE OVERALL BASE LINEWORK HAS NOT BEEN VERIFIED BY SURVEY.

14. THE EXISTING WWTP MUST REMAIN IN OPERATION DURING CONSTRUCTION. ANY REQUIRED SHUTDOWNS

SHALL BE COORDINATED WITH THE CONTRACTING OFFICERS REPRESENTATIVE.

15. CONTRACTOR SHALL DOCUMENT CONFIGURATIONS AND DIMENSIONS EXISTING OF PAVEMENT MARKINGS

IN PROJECT AREA PRIOR TO CONSTRUCTION BEGIN. MARKINGS THAT ARE IMPACTED SHALL BE REPLACED

SAME AS EXISTING.

16. EXISTING SIGNS IMPACTED BY CONSTRUCTION SHALL BE SALVAGED AND REPLACED SAME AS

PRE-CONSTRUCTION.

17. UTILIZE STAGING AREA/LAYDOWN YARD FOR PLACEMENT OF TEMPORARY JOB SITE TRAILERS, CONSTRUCTION MATERIAL STORAGE, CONTRACTOR EMPLOYEE PARKING AND OTHER TEMPORARY

CONSTRUCTION FACILITIES STAGING. THE AREA AVAILABLE FOR THIS USE SHALL BE IMMEDIATELY

(WITHIN 45 METERS) SOUTHWEST OF PACKAGE WWTP CONSTRUCTION AND NO MORE THAN 40 METERS

NORTHWEST AND SOUTHEAST OF THE PACKAGE WWTP LIMITS. TOTAL AREA AVAILABLE IS 112M X 45M.

INFORM BASE OFFICIALS OF THE LOCATIONS AND OBTAIN BASE ACCEPTANCE PRIOR TO COMMENCING

MOBILIZATION. THE AREA SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS FOLLOWING

PROJECT COMPLETION AND PRIOR TO FINAL ACCEPTANCE.

NOTES:

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K U -4

C S P

N .d

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A L S

A L E

M A

IR

B

A S

E

K U

W A

IT

C-101

S

IT

E P

L A

N S

H E

E T

E D

E S

N S

T R

U C

T S

E W

A G

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R E

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M E

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X T

E N

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IO

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SCALE: 1:2000

A-5

SITE PLAN - SHEET 1

41-1

41-2

41-3

9-1

43-1

43-1

43-9

43-8

43-7

42-7

42-6

42-5

42-8

42-4 42-3

42-1 42-2

40-7

40-8

40-6

40-5

40-3 40-4

40-1 40-2

444-A

TL

TL

TL=124.27

WMH

TL=119.75

TL=119.58

TL=119.66

C U

R B S

T O

N E

BUILDING

CABLE

CABLE

NEW-CP8

MH

FG FG FG

FGFG

FG FG

FGFG

FG

MH

MH

MH

SBSB

SBSB

SBSB

SBSB

SBSB

SBSB

JJ

E

S

LIFT STATION

BROWNSTONES

WIRE FENCE

EXISTING BARBED

EXISTING HMA ROAD

EXISTING HMA ROAD

ACCESS ROAD

EXISTING HMA

EXISTING EARTH BERM

TANK

EXISTING SEPTIC

LIMITS OF NEW SURVEY

1.2m MH

1.2m MH (TYP)

400mm GRAVITY SEWER, CONTRACTOR TO DESIGN

EX C

EX SS

EX C

EX SS

EX C

EX SS

E X C

E X S

S

ENLARGED SITE PLAN

SEE SHEET C-106 FOR

S S

HANDHOLE

EXISTING COMMUNICATIONS

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

HANDHOLE

EXISTING COMMUNICATIONS

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

HANDHOLE

COMMUNICATIONS

EXISTING

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

S

S

S

S

S

S S

S

ST

D L E E

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P .O

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C

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

MATCHLINE - FOR CONTINUATION SEE SHEET C-101

1:2000

50 50 150100

NN

MATCHLINE - FOR CONTINUATION SEE SHEET C-103

.H

K U -4

C S P

N .d

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C-102

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SCALE: 1:2000

A-5

SITE PLAN - SHEET 2

SEE SHEET C-106 FOR ENLARGED PLAN

D-3C -501

1.

A MINIMUM OF ONE LANE OPEN FOR TRAFFIC AND PROVIDE A SAFETY PLAN.

WHERE NEW SANITARY SEWER OR ELECTRICAL UTILITIES CROSS A ROAD, MAINTAIN

2. RESTORE TO PRE-CONSTRUCTION CONDITIONS EARTHEN BERMS DISTURBED DURING

SANITARY SEWER AND ELECTRICAL/COMM UTILITY INSTALLATION.

3. WHERE CONSTRUCTION IMPACTS PERIMETER SITE FENCE, INSTALL TEMPORARY SECURITY

FENCE ON KUWAIT LAND AND CONDUCT CONSTRUCTION ACTIVITIES ON U.S. OCCUPIED LAND.

INSTALL TEMPORARY SECURITY FENCE WHICH PROVIDES THE SAME LEVEL OF SECURITY AS

EXISTING PRIOR TO CONSTRUCTION BEGINNING AND/OR PERMANENT FENCE TAKEN DOWN.

MAINTAIN SECURITY AT ALL TIMES . FOLLOWING CONSTRUCTION COMPLETION IN THIS AREA,

INSTALL PERMANENT SECURITY FENCING BEFORE TEMPORARY SECURITY FENCE IS REMOVED.

TEMPORARY AND PERMANENT FENCE SHALL BE DOUBLE CONCERTINA WIRE OF HEIGHT,

WIDTH, CONFIGURATION SAME AS EXISTING. CONTRACTOR TO CONFIRM EXISTING FENCE

CONSTRUCTION PRIOR TO PROJECT WORK.

4. OPTION 1: CONTRACTOR TO REHABILITATE EXISTING BROWNSTONES LIFT STATION BY APPLYING EPOXY

COATING FOR CORROSION PROTECTION. CONTRACTOR SHALL CLEAN STRUCTURE AND APPLY

EPOXY COATING PER MANUFACTURERS RECOMMENDATIONS. SEE SECTION 33 01 30.83.

CONTRACTOR SHALL MAKE PROVISIONS FOR WASTEWATER TO BE TRANSPORTED TO WWTP

DURING REHABILITATION OPERATIONS. CONTRACTOR SHALL PROVIDE PLAN TO CONTRACTING

OFFICERS' REPRESENTATIVE PRIOR TO TAKING BROWNSTONES LIFT STATION OUT OF SERVICE.

CPT-1

E746506.381

N3249449.888

147.917

CPT-2

E746411.344

N3249692.142

143.826

X XX

e a v y

U t ili t ie s

E le c t r ic a l

E n v ir o n

S t r u c t u r e s

H V

A

R S

P P

E M

J

D

DD

D D

DD

D

E E

E

E

E E

E

E

E

E

E

E

E

E

E

S

S

S

S

S

S

S

S

J

JJ

J

J

E

E

C

C C

J J

J

C

C

C

JJ

J J

C

C

E

TR

DESIGN

CONTRACTOR'S

BASED ON

CLEAN OUT (TYP)

1.2m MH OR

MAIN TO GRAVITY SEWER

FROM 150mm FORCE

THE SEWER CHANGES

TO DETERMINE WHERE

CONTRACTOR'S DESIGN

TERMINAL

PAX

NOTE 5 ON SHEET C-107

EXISTING ROAD SEE

POWER FACILITY

AVOID EXISTING

DESIGN

CONTRACTOR'S

BASED ON

LOCATIONS

AIR RELEASE VALVE

SEE SHEET C-108 FOR

ENLARGED SITE PLAN

SEE SHEET C-107 FOR

ENLARGED SITE PLAN

SEE SHEET C-106 FOR

ENLARGED SITE PLAN

1.2m MH (TYP)

EXISTING FENCE

S S

3 & 4 ON SHEET C-108

EXISTING ROAD SEE NOTES

SURVEY

OF NEW

LIMITS

EXISTING ROAD, SEE NOTE 1

S

300mm

GRAVITY

SEWER

SS

S S

S S

S S

S S

S S

DIAGRAM

ELECTRICAL ONE-LINE

EXISTING CV2 SUBSTATION

SEE SHEET XE-603 FOR

CV2 SUBSTATION

CONDUCTOR

EARTH

WITH 150mm

SWA CABLE

4/C 300mm

DIRECT BURIED

D L E E

A S

T D

IS

T R

IC

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P .O

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IN

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-1

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IL

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IC

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IG

N E

D B

Y

D E

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IP

T

IO

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A

M A

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IZ

E

S U

B M

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T E

D B

Y

D A

T E

C O

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R A

C T N

O

C H

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K E

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IS

S

U E D

A T

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B

C

D

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F

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

MATCHLINE - FOR CONTINUATION SEE SHEET C-102

1:2000

50 50 150100

NN

MATCHLINE - FOR CONTINUATION SEE SHEET C-104

.H

K U -4

C S P

N .d

I

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A L E

M A

IR

B

A S

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K U

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C-103

S

IT

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N S

H E

E

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SCALE: 1:2000

A-5

SITE PLAN - SHEET 3

D-3

C-

NOTES:

1. WHERE NEW SANITARY SEWER OR ELECTRICAL UTILITIES

CROSS A ROAD, MAINTAIN A MINIMUM OF ONE LANE OPEN

FOR TRAFFIC AND PROVIDE A SAFETY PLAN.

J J

S

S

S

S

S S

S

S

TR

E

NEW SURVEY

LIMITS OF

NOTE 3 ON SHEET C-102

EXISTING FENCE SEE

SEE NOTE 3 ON SHEET C-102

REMOVE EXISTING GRP TANK,

SHEET XE-108

ELECTRICAL - SEE

SEE NOTE 3 ON SHEET C-102

REMOVE EXISTING GRP TANKS,

150mm FM

LIFT STATION

ENLARGED SITE PLAN

SEE SHEET C-109 FOR

S

FUTURE ROAD

D L E E

A S

T D

IS

T R

IC

T

P .O

B O

X

W

IN

C H

E S

T E

R

V A

-1

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

MATCHLINE - FOR CONTINUATION SEE SHEET C-103

1:2000

50 50 150100

.H

K U -4

C S P

N .d

I

A L S

A L E

M A

IR

B

A S

E

K U

W A

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C-104

S

IT

E P

L A

N S

H E

E

E D

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N S

T R

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SCALE: 1:2000

A-5

SITE PLAN - SHEET 4

D-3 C-501

S S

S

S

S

S

S

S

S

S S

S

S

EXISTING

SEDIMENTATION

BASINS

PROPOSED EQUALIZATION

STORAGE TANK

FUTURE

R 9.

SEE SHEET XM-502

WATER LIFT STATION

PROPOSED EFFLUENT

POND

EXISTING TREATMENT

EXISTING OVERFLOW TO

EXISTING

ACCUMULATED

SOLIDS

DRYING PAD

STRUCTURE DS2

DIVERSION

EXISTING

LIFT STATION

EXISTING WAS

STRUCTURE DS1-104

EXISTING OVERFLOW DIVERSION

SUBSTATION (CSS)

SECONDARY

EXISTING COMPACT

OFFICE

PAD FOR FUTURE

EXISTING CONCRETE

EXISTING MH 1

PACKAGE WWTP 2

PROPOSED

OPTION 3

PACKAGE WWTP 3

PROPOSED

OPTION 4

FOR 2)

BOLLARDS (TYP

LOADING AREA

EXPANDED TRUCK

FILL PUMP

TRUCK

PROPOSED

XM-502

PIPE, SEE DETAIL ON SHEET

EFFLUENT TANK OVERFLOW

SURVEY

LIMITS OF NEW

E 745007.88

N 3250908.13

E 745021.64

N 3250894.14

E 745011.98

N 3250901.00

E 744998.22

N 3250914.99

EL 129.90

E 744976.16

N 3250945.17

EL 129.90

E 744947.88

N 3250946.27

EL 130.30

E 744962.59

N 3250959.86

CENTER OF RADIUS

NOTE 2

MATCH EXISTING

E 745002.72

N 3250946.25

EL 129.90

E 744949.01

N 3250974.54

NOTE 2

MATCH EXISTING,

.0

R

ON WEST PIPE

SST WEIR PLATE

INSTALL 200mm

IE = (S) 128.91

IE = (E) 128.91

IE = (N) 128.85

RIM = 130.71

EXISTING MH2

IE = (S) 129.31

IE = (E) 129.31

IE = (N) 128.50

RIM = 130.51

EXISTING MH3

EX SS

E X S

S

FUTURE

FUTURE

EX SS

EX SS

EX SS

E X S

S

.2

SEE NOTE 4

WWTP 1

PACKAGE

EXISTING

OPTION 2

S

D L E E

A S

T D

IS

T R

IC

T

P .O

B O

X

W

IN

C H

E S

T E

R

V A

-1

P L

O T D

A T

E

F

IL

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A M

E

A N

S

L

IC

IT

A T

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D E

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IG

N E

D B

Y

D E

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IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

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F

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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R S

D

A T

E

T

IM

E

U

S E

R

F

IL

E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

1:400

10 20 30

.H

K U -4

C S P

N .d

I

A L S

A L E

M A

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B

A S

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K U

W A

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C-105

E N

L A

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IT

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SCALE: 1:400

A-5

ENLARGED SITE PLAN

F-1 C-501

(FROM SHEET C-101)

4. SEE SECTION 01 80 00.12 10 PARAGRAPH 2.6.1.

GROUND SHALL NOT BE STEEPER THAN 4 HORIZONTAL TO 1 VERTICAL.

TRANSITIONS FROM FINISHED AGGREGATE SURFACING TO EXISTING

ELEVATIONS ARE FINISHED SURFACE ELEVATIONS. SLOPE GRADE THAT 3.

PROVIDE POSITIVE STORMWATER DRAINAGE.

GRADE SOIL SURROUNDING NEW STRUCTURES TO DRAIN AWAY AND 2.

PONDING.

EXISTING, PROVIDE POSITIVE DRAINAGE AND NO SURFACE WATER

SURFACING ELEVATIONS SHALL BE UPDATED BY CONTRACTOR TO MATCH

DIFFERENT THAN EXISTING TOPO SURVEY, FINAL PROPOSED GRADING AND

TO FIX GRAVEL ELEVATION DIFFERENTIAL." IF CURRENT CONDITIONS ARE

SURFACING AT TRUCK TURN AROUND; "WORK ORDER HAS BEEN PLACED

BY STANLEY CONSULTANTS, 11/14/17) INDICATED UNEVEN AGGREGATE

ALI AL SALEM AB (ASAB) SEPTIC AND WASTE TREATMENT PLANT" (RECEIVED

VERIFY EXISTING ELEVATIONS OF AGGREGATE SURFACING. "WHITE PAPER, 1.

CL 140.20

MH

CL 140.21

MH

CL 140.21

MH

CL 140.19

MH

CL 140.21

MH

CL 140.18

MH

DEPTH 0.90m

CL 139.86

MH

CL 140.31

MH

CL 140.13

MH

BOX

SWITCH

TANK

CL 140.11

MH

LIFT STATION (LS2)

BROWNSTONES

DEPTH 1.75

DEPTH 1.79

IL 139.48

MH CL 141.48

DEPTH 0.85m

DEPTH 2.87

DEPTH 2.85

IL 140.85

MH CL 143.97

T

.3

.1

.8

P T

H .9 m

DEP

TH 0

.90 m

SEWAGE

DRY AREA

J J

E

S

S

S

J J

E

S

S

S

S

S

S

S

S

S S

S

S T

S

400mm GRAVITY

SEWER

UTILITY CROSSING,

SEE NOTE 2

FUTURE ROAD

LIMITS OF NEW

SURVEY

MH B2

MH B1

400mm GRAVITY

SEWER

400mm

GRAVITY

SEWER

MH B3

OR 150mm FORCE MAIN

200mm GRAVITY SEWER

DESIGN SEWER LINE

CONTRACTOR TO

SHEET XM-508 FOR DETAILS

OVERFLOW PIPE. SEE

300mm WET WELL

300mm GRAVITY

SEWER

SS

S S

SS

SS

S

S

S

S

S

S S

S

S

D L E E

A S

T D

IS

T R

IC

T

P .O

B O

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W

IN

C H

E S

T E

R

V A

-1

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A T

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F

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D E

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IP

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M A

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IZ

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T E

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D A

T E

C O

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C T N

O

C H

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K E

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IS

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B

C

D

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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IN

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R S

LIFT STATION. SEE SHEET C-102, NOTE 4.

OPTION 1 INCLUDES REHABILITATION OF EXISTING BROWNSTONES 3.

THE EXISTING UTILITY.

EXISTING UTILITY LINES. COORDINATE UTILITY CONSTRUCTION WITH

EXCAVATE SEWER TRENCH TO AVOID NEGATIVELY IMPACTING 2.

SHEET C-101.

AND PROVIDE POSITIVE STORMWATER DRAINAGE. SEE NOTE 8 ON

1. GRADE SOIL SURROUNDING NEW STRUCTURES TO DRAIN AWAY

.H

K U -4

C S P

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B

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C-106

E N

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SCALE: 1:400

A-5

ENLARGED SITE PLAN

(FROM SHEET C-102)

C -3

C -5

P

H A

L T R

O A

D

A S P

H A

L T R

O A

D

A S P

H A L T R

O A

D

D E P

T H .6 m

D E P T

H .3 m

CHANNEL

CHANNEL

DEPTH 0.8m

A S P

H A

L T R

O A

D

CAR SHED

FENCE

FENCE

SECURITY BARRIER

140.58

MHT CL

A S P

H A

L T R

O A

D

SS

X

X X

X

X X

C

C C

C

C

C

J J

J J

C

C

T R

ASPHALT ROAD

SS

LIMITS OF NEW

SURVEY

UTILITY CROSSING,

SEE NOTE 2

SS

SS

SS

SS

UTILITY CROSSING,

SEE NOTE 2

D L E E

A S

T D

IS

T R

IC

T

P .O

B O

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W

IN

C H

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T E

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V A

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D A

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C O

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C T N

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C H

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K E

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B

C

D

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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A MINIMUM OF ONE LANE OPEN FOR TRAFFIC AND PROVIDE A SAFETY PLAN.

WHERE NEW SANITARY SEWER OR ELECTRICAL UTILITIES CROSS A ROAD, MAINTAIN 5.

MATCH EXISTING PAVEMENT.

AS A MINIMUM WITH HOT MIX ASPHALT (SEE DETAIL D-8 ON SHEET C-501) OR TO

EXISTING ASPHALT SURFACING IMPACTED BY UTILITY TRENCH SHALL BE REPLACED 4.

MATCH EXISTING SURFACING.

AS A MINIMUM WITH AGGREGATE SURFACING (SEE DETAIL F-8 ON SHEET C-501) OR

EXISTING GRAVEL SURFACING IMPACTED BY UTILITY TRENCH SHALL BE REPLACED 3.

UTILITY.

LINE. COORDINATE FORCEMAIN UTILITY CONSTRUCTION WITH THE EXISTING

CONSTRUCT FORCEMAIN TO AVOID NEGATIVELY IMPACTING EXISTING ELECTRICAL 2.

NO PONDING.

PRE-CONSTRUCTION CONDITION. ENSURE POSITIVE STORMWATER DRAINAGE AND

SURFACE SHALL BE RESTORED AFTER CONSTRUCTION COMPLETION TO 1.

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LEGEND:

(SEE DETAIL D-8 ON SHEET C-501)

HOT MIX ASPHALT

(FROM SHEET C-103)

FE

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D E P

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TRACK

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143143

OFFICE

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OFFICE

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GENERATOR

PORTA

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ASPHALT ROAD

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LIMITS OF NEW

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SEE NOTE 2

AIR RELEASE

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DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

NN

NOTES:

C-501) OR TO MATCH EXISTING PAVEMENT.

REPLACED AS A MINIMUM WITH HOT MIX ASPHALT (SEE DETAIL D-8 ON SHEET

EXISTING ASPHALT SURFACING IMPACTED BY UTILITY TRENCH SHALL BE 3.

SHEET C-501) OR MATCH EXISTING SURFACING.

REPLACED AS A MINIMUM WITH AGGREGATE SURFACING (SEE DETAIL F-8 ON

EXISTING GRAVEL SURFACING IMPACTED BY UTILITY TRENCH SHALL BE 2.

EXISTING UTILITY.

UTILITY LINES. COORDINATE FORCEMAIN UTILITY CONSTRUCTION WITH THE

EXCAVATE FORCEMAIN TRENCH TO AVOID NEGATIVELY IMPACTING EXISTING 1.

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(SEE DETAIL D-8 ON SHEET C-501)

HOT MIX ASPHALT

(FROM SHEET C-103)

DEPTH 0.7m

TENT

DEPTH 0.2

5m

DEPTH 0.8m

TENT

TENT

TRANSFORMER

GENERATOR

DEPTH=3m

HOLDING TANK

CL 142.67

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ELECTRICAL

UTILITY CROSSING,

SEE NOTE 2

AVOID IMPACTING

EXISTING FENCE

VALVE VAULT

SEE SHEET XE-108

ELECTRICAL LINE -

E

E

E

UTILITY CROSSING,

SEE NOTE 2

FUTURE ROAD

S S

SS UTILITY CROSSING,

SEE NOTE 2

LIFT STATION

N 3248721.41

E 747078.85

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SHEET C-501) OR MATCH EXISTING SURFACING.

REPLACED AS A MINIMUM WITH AGGREGATE SURFACING (SEE DETAIL F-8 ON

EXISTING GRAVEL SURFACING IMPACTED BY UTILITY TRENCH SHALL BE 4.

CONFIRM EXISTING FENCE CONSTRUCTION PRIOR TO PROJECT WORK.

OF HEIGHT, WIDTH, CONFIGURATION SAME AS EXISTING. CONTRACTOR TO

TEMPORARY AND PERMANENT FENCE SHALL BE DOUBLE CONCERTINA WIRE

MUST BE IN PLACE BEFORE TEMPORARY SECURITY FENCE CAN BE REMOVED.

CONSTRUCTION COMPLETION IN THIS AREA, PERMANENT SECURITY FENCING

TAKEN DOWN. SECURITY SHALL BE MAINTAINED AT ALL TIMES . FOLLOWING

EXISTING PRIOR TO CONSTRUCTION BEGINNING AND PERMANENT FENCE

FENCE SHALL BE INSTALLED WHICH PROVIDES SAME LEVEL OF SECURITY AS

ACTIVITIES CONDUCTED ON U.S. OCCUPIED LAND. TEMPORARY SECURITY

SECURITY FENCE SHALL BE INSTALLED ON KUWAIT LAND AND CONSTRUCTION

WHERE CONSTRUCTION IMPACTS PERIMETER SITE FENCE, TEMPORARY 3.

THE EXISTING UTILITY.

IMPACTING EXISTING UTILITY LINE. COORDINATE UTILITY CONSTRUCTION WITH

EXCAVATE FORCEMAIN TRENCH AND ELECTRICAL LINE TO AVOID NEGATIVELY 2.

POSITIVE STORMWATER DRAINAGE. SEE NOTE 8 ON SHEET C-101.

GRADE SOIL SURROUNDING NEW STRUCTURES TO DRAIN AWAY AND PROVIDE 1.

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MATCHLINE - FOR CONTINUATION SEE SHEET C-108

D-3 C-501

(FROM SHEET C-104)

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

10000

FOR DRAINAGE

WHERE REQUIRED

PROVIDE SWALE

(TYP)

4:1 (MAX)

(MIN)

GROUND

EXISTING

(M

IN

SUBBASE

MATERIAL

SELECT

10000

(M

IN

300mm (MIN)

SUBGRADE

COMPACTED

SURFACING

AGGREGATE

NOTE:

THE TURN AROUND SURFACE AND THE SURROUNDING GROUND.

BE UPDATED IF NECESSARY TO PROVIDE POSITIVE DRAINAGE ON

FINAL PROPOSED GRADING AND SURFACING ELEVATIONS SHALL

VERIFY EXISTING ELEVATIONS OF AGGREGATE SURFACING. 1.

(MIN)

CONCRETE

STEEL PIPE FILLED WITH

150 DIA SCHEDULE 40

CONCRETE BASE

ON PLANS

WHERE SHOWN

FINISH GRADE

ROADWAY

CL EXISTING

R O

W

R O

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ON XM-506

ON XM-504, AND F-6

B-2 ON XE-503, C-5

FOR TRENCH - SEE

SEE NOTE 2

SUBGRADE

300 (MIN) COMPACTED

SURFACING

200 (MIN) AGGREGATE

MATERIAL SUBBASE

300 (MIN) SELECT

SUBGRADE

200 (MIN) SELECT MATERIAL

SURFACING

120 (MIN) HMA

COURSE

150 (MIN) AGGREGATE BASE

SUBGRADE

300 (MIN) COMPACTED

1 .50 0

1:20

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F-5

BOLLARD DETAILF-1

C-105

AREA SECTION

TRUCK LOADING

SCALE: NONE

18200

3700 (APPROX) 3700 (APPROX) 5400 (APPROX)5400 (APPROX)

(SEE NOTE 1)

6160 CL SEWER (SEE NOTE 1)

6400 CL TRENCH (SEE NOTE 1)

ALONG ROADWAY DETAIL

TYPICAL TRENCH LOCATION

SCALE: NONE

D-3

SCALE: NONE

F-8

AGGREGATE SURFACING DETAIL

SCALE: NONE

D-8

HOT MIX ASPHALT (HMA) SURFACING DETAIL

NOTES:

1. THE OFFSET DISTANCE BETWEEN EXISTING ROAD AND UTILITY

INSTALLATION SHALL VARY. THE DISTANCE SHOWN IS APPROXIMATE

TO GUIDE IN LOCATING UTILITY TRENCH WITHIN RIGHT-OF-WAY.

2. TRENCH SHORING SHALL BE USED WHEN NECESSARY TO LIMIT THE

WIDTH ALONG UTILITY ALIGNMENT TO 2400 FOR TRENCH TOP WIDTH.

EXCAVATION MATERIAL SPOIL/STOCK PILE SHALL BE LOCATED 600

(MIN) FROM EDGE OF TRENCH.

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

CONCRETE, ACI 318-14; PUBLISHED BY AMERICAN CONCRETE INSTITUTE.

CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL

PUBLISHED BY AMERICAN SOCIETY OF CIVIL ENGINEERS.

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES;

GENERAL NOTES:

REINFORCING STEEL: ASTM A615/A615M, GRADE 420.

71.0 kN WHEEL LOAD

6.

5.

4.

3.

2.

SHOP DRAWINGS.

IS APPROVED BY THE ENGINEER PRIOR TO PREPARATION OF REINFORCING STEEL

PROVIDED THE RELOCATION, ADDITION, OR DELETION OF CONSTRUCTION JOINTS

CONSTRUCTION JOINTS AS SHOWN MAY BE VARIED TO SUIT PLACING SEQUENCE

SHOWN OTHERWISE.

KEYWAY DIMENSIONS: DEPTH 40; WIDTH ONE-THIRD THAT OF MEMBER UNLESS

ALL CONSTRUCTION JOINTS SHALL HAVE KEYWAYS UNLESS SHOWN OTHERWISE.

EXPOSED CONCRETE CORNER CHAMFER: 25 UNLESS SHOWN OTHERWISE.

7.

12.

11.

10.

9.

8.

15.

14.

13.

BEEN INSTALLED.

SAFELY WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE

CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO

VERIFIED BY CONTRACTING OFFICER'S REPRESENTATIVE.

DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN

PERMITTED ON SLABS.

CONSTRUCTION CRANE OR OTHER HEAVY ERECTION EQUIPMENT WILL NOT BE

LEAST 7 DAYS AFTER SLAB IS PLACED.

COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT

DO NOT PERFORM ANY OPERATIONS NEAR GROUND FLOOR SLAB PLACEMENT WHICH

LEAST 7 DAYS AFTER SLAB IS PLACED.

DO NOT PLACE LOADS WITHIN 2000mm OF CONSTRUCTION JOINT IN SLABS FOR AT

WITH ASTM A123 AND ASTM A386 AS APPLICABLE.

ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE

ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND

HORIZONTAL LOCATION TO MATCH STEEL OR EQUIPMENT BOLT PATTERN.

CONCRETE. ACCURATELY POSITION BOLTS TO ASSURE CORRECT VERTICAL AND

PROVIDE SETTING TEMPLATES TO POSITION ANCHOR BOLTS PRIOR TO PLACING

FINAL LOCATION SUBJECT TO ENGINEER'S APPROVAL.

PIPE AND PIPE SLEEVES FOR PIPES ARE NOT SHOWN. SEE SPECIFICATIONS.

FOUNDATION WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION.

ABOVE TOP OF FLOOR UNLESS SHOWN OTHERWISE.

OR CONCRETE. MAKE SLEEVES IN WALLS FLUSH AND EXTEND SLEEVES IN FLOORS 100

PROVIDE PIPE SLEEVE FOR ALL PIPES AND CONDUITS THAT PASS THROUGH MASONRY

D25

D32

D12

D16

D20

D22

1.

2.

3.

A.

BAR SIZE

TOP BARS

OTHER BARS

D10

4.

5.

6.

7.

8.

B.

1)

2)

BY ENGINEER. CUTTING OF REINFORCING BARS NOT PERMITTED.

OBTAIN ENGINEER'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED

SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS;

LAP ALL D32 AND SMALLER BAR SPLICES.

SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE.

MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT

MINIMUM SPLICE LAP LENGTH IN MILLIMETERS

REINFORCING BAR

CONCRETE, UNCOATED BARS AND FOLLOWING:

CLASS B SPLICE FOR fy = 420 MPa, f'c = 28 MPa, NORMAL WEIGHT

CLEAR SPACING OF BARS 2 BAR DIA AND COVER BAR DIA, OR

OR TIES THROUGHOUT LAP NOT LESS THAN ACI CODE MINIMUM.

CLEAR SPACING OF BARS DIA BAR AND COVER DIA BAR, AND STIRRUPS

CONCRETE REINFORCEMENT."

CONFORM WITH ACI 318 AND ACI STANDARD FOR "DETAILS AND DETAILING OF

THAN 300 OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE

SHOWN OTHERWISE.

REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS

TACK WELDING TO REINFORCING BARS IS NOT PERMITTED.

12.

13.

14.

15.

REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY ENGINEER.

MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE.

FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH

CIRCULAR OPENINGS UNLESS SHOWN OTHERWISE.

ALL RECTANGULAR OPENINGS AND AT 45 DEGREES TO MAIN REINFORCING FOR

PROVIDE ONE D12 X 1370 EXTRA DIAGONAL REINFORCING EACH FACE AT CORNERS OF

EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED.

D > 300

-3, +9

COVER

SPECIFIED

GREATER

40 OR

D 300

NOTE:

TOLERANCE

-3, +6

+ TOLERANCE

SPECIFIED COVER

D

21.

RELATIVE TO FORMED OR UNFORMED CONCRETE SURFACE:

CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN FOLLOWING TOLERANCE

SIZE CHAIRS AND SPACERS FOR SPECIFIED COVER.

TOLERANCES APPLY ONLY AT LOCAL ANOMALIES.

16.

-9, +12

CONCRETE COMPRESSIVE STRENGTH: 28 MPa AT 28 DAYS

12.0 kPa UNIFORM LOAD

OTHERWISE: 1.0 Kg/cm

REQUIRED SAFE NET…