N4008520B0013 Dwgs.pdf

PDF 5 MB Posted Aug 31, 2020

Attached to: Drain System for Cooling Towers
Solicitation number: N4008520R4134
Issued by: Department of the Navy Naval Facilities Engineering Command

View the file

Other files

File	Type	Posted
20-0013_REVISED_09.03.20.pdf	PDF	Sep 3, 2020
200013_Amend 0002.pdf	PDF	Sep 3, 2020
200013_Amend 0001.pdf	PDF	Sep 1, 2020
20-0013 SOW.pdf	PDF	Aug 31, 2020
N4008520B0013 Specs.pdf	PDF	Aug 31, 2020
RFP 200013.pdf	PDF	Aug 31, 2020

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C20-0013

LANDFILL

ROICC OFFICE

BLDG 1005

DRMO

COOLING TOWERS

DRAIN SYSTEM FOR

FINAL

C-1

Swansboro

Bolton

Delco

Acme

Leland

Wilmington

Scott Hill

Hampstead

CAMP LEJUENE

Holly Ridge

Folkstone

Dixon

Verona

Words Corner

Burgaw

Wallace

Jacksonville

Richlands

Beulaville

Rosehill

Magnolia

Warsaw

OAK GROVE

Havelock

Maysville

Pollacksville

New Bern

Tuscarora

Hill

Pink

Comfort

Trenton

Dover

Kinston

Springs

US 70

Mt. Olive

Seven

Goldsboro

Morehead City

Beaufort

Otway

CHERRY POINT

GRAPHIC SCALE IN MILES

500 1500 2000

AutoCAD SHX Text

LOCATION MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.

AutoCAD SHX Text

SCALE: 1" = 6000'

AutoCAD SHX Text %%uJACKSONVILLE

AutoCAD SHX Text

NORTHEAST CREEK

AutoCAD SHX Text A T L A N T I C O C E A N

AutoCAD SHX Text N E W R I V E R

AutoCAD SHX Text

LEJEUNE BLVD

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TO WILMINGTON

AutoCAD SHX Text %%uHOLLY RIDGE

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VERONA LOOP ROAD

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HAWS RUN RD

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DAWSON CABIN RD

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HIGH HILL RD

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COSTON RD

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CHATEAU RD

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CC RD

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SHEPARD

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NEW RIVER INLET RD

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RANGE RD

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DIXON-SNEADS FERRY RD

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OCEAN DRIVE

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BEACH RD

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MARINES RD

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LYMAN RD

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OLD BEAR CREEK RD

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PINEY GREEN RD

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HOLCOMB BLVD

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BREWSTER BLVD

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CURTIS

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STONE ST

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STONE BAY

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FRENCH

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CREEK

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MAIN SERVICE RD

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INTRACOASTAL WATERWAY

AutoCAD SHX Text %%uNEW RIVER INLET

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MEANS HIGH WATER +1.50

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MEANS SEA LEVEL 0.00

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MEANS LOW WATER -1.50

AutoCAD SHX Text %%uSNEADS FERRY

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MEANS HIGH WATER +1.10

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MEANS SEA LEVEL 0.00

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MEANS LOW WATER +0.35

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MEANS LOW WATER +0.50

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MEANS SEA LEVEL 0.00

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MEANS HIGH WATER +1.00

AutoCAD SHX Text %%uTOWN POINT

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LEJEUNE RAILROAD

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CAMP

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SEABOARD COAST LINE RAILROAD

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SNEADS FERRY RD

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SETH

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WALLACE

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CREEK

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SOUTHWEST CREEK

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WILSON

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BAY

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TRAPS

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BAY

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CHADWICK

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BAY

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HOWARD BAY

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COURTHOUSE

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BAY

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ELLIS

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COVE

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MOREHEAD CITY

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BEAR

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CREEK

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BEAR

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INLET

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STONE

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CREEK

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MILL

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STONE CREEK

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CREEK

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MUDDY

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MILL CREEK

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TOWN

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CREEK

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LEWIS

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CREEK

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WHITE

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HURST

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CR.

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SNEADS

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FERRY

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ROAD

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TARAWA

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TERRACE

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KNOX

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TR. PARK

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MONTFORD

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LANDING RD

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MIDWAY

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PARK

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NAVAL

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HOSPITAL

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FRENCH

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CREEK

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AREA

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MAGAZINE

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AREA

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HADNOT

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POINT

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AREA

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INDUSTRIAL

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AREA

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PARADISE

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POINT

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AREA

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RIFLE

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RANGE

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AMPHIBIAN

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BASE

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ENGINEER

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AREA

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TRIANGLE

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OUTPOST

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BEACH

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AREA

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BERKELEY

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MANOR

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WATKINS

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VILLAGE

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CAMP

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GEIGER

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NEW RIVER

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AIR STATION

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CAMP

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GEIGER

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BROWNS

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INLET

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EVERETT CREEK

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WILLI

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AMS

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BLVD

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GOLF

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COURSE

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SWAMP

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BELL

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 12000

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AutoCAD SHX Text 24000

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CREEK

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FREEMAN

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MILL RUN

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ROAD

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BRINSON CREEK

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HOPE ROAD

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RIVER

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ROAD

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DUCK CREEK

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GREATER SANDY RUN AREA

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MAIN

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GATE

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MONTFORD

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POINT

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AREA

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PAVILION

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MARINA

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PHEONIX

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FLAMINGO

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TURKEY

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OWL

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LHA

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ORIOLE

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SANDPIPER

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EGRET

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CANARY

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DOVE

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PLOVER

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HERON

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HAWK

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DODO

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GOOSE

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FALCON

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OSPREY

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QUAIL

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ALBATROSS

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BLUEBIRD

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JAYBIRD

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CRANE

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GULL

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PENGUIN

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LARK

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PIGEON

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TERN

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COOT

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SWAN

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WOODPECKER

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ROBIN

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AutoCAD SHX Text T

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SPARROW

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AutoCAD SHX Text T

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MALLARD

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AutoCAD SHX Text T

AutoCAD SHX Text Z

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KIWI

AutoCAD SHX Text L

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EAGLE

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PARROT

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CONDOR

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CARDINAL

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PARTRIDGE

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SNIPE

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FRENCH CREEK BORROW PIT

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DRAWING INDEX

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NAVFAC DWG NO.

AutoCAD SHX Text

TITLE

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SHEET NO.

AutoCAD SHX Text 60027016

AutoCAD SHX Text C-1

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text C-2

AutoCAD SHX Text

NOTES & DETAILS

AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: (A) THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS- (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. (B) REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. (C) THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text F

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

DATE:

AutoCAD SHX Text C20-0013

AutoCAD SHX Text

DRAIN SYSTEM FOR

AutoCAD SHX Text

COOLING TOWERS

AutoCAD SHX Text

LOCATION AND VICINITY MAP

AutoCAD SHX Text 60027016

AutoCAD SHX Text N40085-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

JENNI REED, P.E.

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 07/28/20

AutoCAD SHX Text

VICINITY MAP - CAMP LEJEUNE, N.C.

AutoCAD SHX Text 60027017

AutoCAD SHX Text C-3

AutoCAD SHX Text

SITE PLAN - 1220

AutoCAD SHX Text 60027018

AutoCAD SHX Text C-4

AutoCAD SHX Text

SITE PLAN - 1220

AutoCAD SHX Text 60027019

AutoCAD SHX Text C-5

AutoCAD SHX Text

SITE PLAN - WC145

AutoCAD SHX Text 60027020

AutoCAD SHX Text C-6

AutoCAD SHX Text

SITE PLAN - WC165

AutoCAD SHX Text 60027021

AutoCAD SHX Text C-7

AutoCAD SHX Text

SITE PLAN - NH100

AutoCAD SHX Text 60027022

AutoCAD SHX Text C-8

AutoCAD SHX Text 60027023

AutoCAD SHX Text C-9

AutoCAD SHX Text 60027024

AutoCAD SHX Text C-10

AutoCAD SHX Text 60027025

AutoCAD SHX Text C-11

AutoCAD SHX Text 60027026

AutoCAD SHX Text C-12

AutoCAD SHX Text 60027027

AutoCAD SHX Text

BB355

AutoCAD SHX Text H1

AutoCAD SHX Text

NH100

AutoCAD SHX Text G713

AutoCAD SHX Text

WC145/165

AutoCAD SHX Text

WC500/504

AutoCAD SHX Text C-13

AutoCAD SHX Text

SITE PLAN - WC500/WC504

AutoCAD SHX Text 60027028

AutoCAD SHX Text C-14

AutoCAD SHX Text 60027029

AutoCAD SHX Text C-15

AutoCAD SHX Text 60027030

AutoCAD SHX Text C-16

AutoCAD SHX Text 60027031

AutoCAD SHX Text C-17

AutoCAD SHX Text

SITE PLAN - H1

AutoCAD SHX Text 60027032

AutoCAD SHX Text C-18

AutoCAD SHX Text

SITE PLAN - BB355

AutoCAD SHX Text 60027033

AutoCAD SHX Text C-19

AutoCAD SHX Text

SITE PLAN - AS100

AutoCAD SHX Text 60027034

AutoCAD SHX Text C-20

AutoCAD SHX Text

SITE PLAN - AS320

AutoCAD SHX Text 60027035

AutoCAD SHX Text

SITE PLAN - G713

AutoCAD SHX Text

AS100

AutoCAD SHX Text

AS320

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SITE PLAN - NH100

AutoCAD SHX Text

SITE PLAN - WC145

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SITE PLAN - WC165

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SITE PLAN - WC500/WC504

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SITE PLAN - H1

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SITE PLAN - BB355

AutoCAD SHX Text

SITE PLAN - G713

INSTALL INSULATION

NOTE:

· VALVES MUST CONTAIN

UNIONS ON BOTH

CONNECTIONS. VALVE TO BE

BALL OR BUTTERFLY TYPE.

DRAIN VALVE

WATER SAMPLE COLLECTION VALVE

AIR GAP

COOLING TOWER

OVERFLOW

COOLING TOWER DRAIN

TO SANITARY SEWER

BASKET STRAINER

GRADE

FINAL

C-2

GENERAL CONSTRUCTION NOTES:

1. PROVIDE BEDDING MATERIAL, SEWER LATERAL AND PROPER COVER TO RE-ROUTE BLEEDS,

DRAINS, AND OVERFLOWS TO SANITARY SEWER. SEWER LATERAL MAY BE SCH40PVC. PROVIDE

CLEANOUTS WHERE NECESSARY AND CONNECT TO MAIN, MANHOLE, OR LIFT STATION PROPERLY.

PROVIDE VALVE FOR SAMPLE COLLECTION. PROVIDE BASKET STRAINER TO ELEIMINATE DEBRIS

INTAKE. PROVIDE ONE CONNECTION PER BANK.

2. ALL BLEEDS, DRAINS, AND OVERFLOWS MUST BE PIPED TO SANITARY SEWER AND BE SLOPED

TOWARD THE SEWER. NONE OF THESE CONNECTIONS SHALL BE CAPPED.

3. PIPING SHOULD NOT INTERFERE OR HINDER ACCESS TO ANY ACCESORIES OR OTHER

COMPONENTS OF THE COOLING TOWERS.

4. ALL PIPEWORK MUST BE SUPPORTED ACCORDING TO THE MANUFACTUER'S

RECOMMENDATIONS.

5. CONTRACTOR SHALL FIELD LOCATE UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY

WORK.

6. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS.

7. CONDITIONS PROVIDED ARE BASED ON GIS DATA. ACTUAL FIELD CONDITIONS MAY VARY AND FIELD ADJUSTMENTS MAY BE REQUIRED. ALL FIELD ADJUSTMENTS SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

8. COOLING TOWERS SERVICE CRITICAL PROCESSES. DOWNTIM MUST BE MINIMIZED AND

SCHEDULED IN ADVANCE WITH BASE MAINTENANCE AND THE CONTRACTING OFFICER. ALL

ADJACENT UTILITIES MUST REMAIN IN OPERATION DURING CONSTRUCTION ACTIVITIES.

9. ALL EXCAVATION SHALL BE BACKFILLED WITH COMMON FILL, GRADED TO CREATE POSITIVE

DRAINAGE AND SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.

SIDEWALK SHALL BE REMOVED AND REPLACED TO THE NEAREST JOINT. ALL SURFACES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION WITHIN 30 CALENDAR DAYS OF DISTURBANCE, UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

10. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL OBSERVATION DURING

CONSTRUCTION ACTIVITIES, IMMEDIATELY STOP WORK, CALL 911, AND CONTACT EQB AT

910-451-9017 FOR FUTHER INSTRUCTIONS.

11. THERE ARE NO KNOWN MONITORING WELLS IN THE PROJECT AREAS BUT IF AN UNMARKED

WELL IS DISCOVERED AND INADVERTENTLY DAMAGED, IMMEDIATELY CONTACT EQB AT

910-451-9017 FOR FUTHER INSTRUCTIONS.

12. PROPER WATER CHEMISTRY MUST BE RE-ESTABLISHED AFTER TOWER BASINS ARE DRAINED.

COORDINATE WITH BASE MAINTENANCE.

UTILITY NOTES:

1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. DEPTHS ARE NOT

PROVIDED. THE CONTRACTOR SHALL SECURE THE SERVICES OF A PROFESSIONAL UTILITY

LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY

MARKINGS SHALL BE MAINTAINTED FOR THE DURATION OF CONSTRUCTION ACTIVITIES. WHERE

NECESSARY TO CONFIRM AND AVOID UTILITY CONFLICTS, POTHOLD EXISTING UTILITIES TO

CONFIRM LOCATIONS AND DEPTHS.

2. LOCATES SHALL BE COMPLETED WITHIN 15 DAYS OF ANY ON-SITE DIGGING, IN ADDITION TO

NOTIFYING 811.

3. NEW LATERAL SHALL MAINTAIN MINIMUM OF 12'' GROUND COVERAGE. NEW LATERALS SHALL

MAINTAIN MINIMUM 18'' HORIZONTAL AND VERTICAL SEPARATION BETWEEN EXISTING WATER AND

STORM DRAINS.

4. ALL UTILITIES SHALL REMAIN ACTIVE AND SHALL BE PROTECTED DURING CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF DAMAGED OR DISTURBED

UTILITIES AND SURFACES DURING CONSTRUCTION.

EROSION CONTROL NOTES:

1. INSTALL SILT FENCEING, DROP INLET PROTECTION AND CHECK DAMS AS REQUIRED.

2. INSTALL SOD TO ESTABLISH FINAL VEGETATION.

3. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURE MAY BE REQUIRED WHEN

DEEMED NECESSAYR BY THE CONTRACTING OFFICER OR CONTRACTOR.

4. REMOVE SILT FENCING, DROP INLET PROTECTION AND CHECK DAMS ONCE VEGETATION IS

95% ESTABLISHED.

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text F

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

DATE:

AutoCAD SHX Text C20-0013

AutoCAD SHX Text

DRAIN SYSTEM FOR

AutoCAD SHX Text

COOLING TOWERS

AutoCAD SHX Text

NOTES & DETAILS

AutoCAD SHX Text 60020717

AutoCAD SHX Text N40085-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

JENNI REED, P.E.

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 07/28/20

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

1/2"RAD

AutoCAD SHX Text

1/2"RAD

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

1/4" PER FT.

AutoCAD SHX Text

JOINT SEALER

AutoCAD SHX Text

1/8"RAD

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text

1/8"RAD

AutoCAD SHX Text 4"

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text

A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED

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IN THE CONCRETE SIDEWALK AT 5' INTERVALS.

AutoCAD SHX Text

ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS.

AutoCAD SHX Text

A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK

AutoCAD SHX Text

JOINS ANY RIGID STRUCTURE.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text %%uTRAVERSE EXPANSION JOINT IN SIDEWALK

AutoCAD SHX Text %%uTYPICAL CONCRETE SIDEWALK

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text %%uTYPICAL CLEANOUT DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 6"

AutoCAD SHX Text

CAST IRON, LOAD BEARING VALVE

AutoCAD SHX Text

BOX WITH SEWER COVER FOR SANITARY

AutoCAD SHX Text

APPLICATIONS AND BLANK COVER FOR

AutoCAD SHX Text

STORM APPLICATIONS.

AutoCAD SHX Text

CLEANOUT FERRULE

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MIN 2" BELOW GRADE

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PAVEMENT SURFACE

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COURSE

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CLEANOUT STACK

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%%UCLEANOUT IN PAVEMENT

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3000 PSI

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CONCRETE

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COLLAR

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FINISHED GRADE

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(NON-TRAFFIC AREAS)

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CLEANOUT FERRULE

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WITH WATERTIGHT

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COUNTERSUNK PLUG

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4" SCH 40 PVC

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MAIN SEWER LINE

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SEE PLANS FOR

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SIZE AND TYPE

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COMBINATION WYE AND

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EIGHTH BEND LONG TURN PATTERN

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(MATERIAL TO MATCH MAIN LINE)

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PLUG AT END OF LINE

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CLEANOUT STACK

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(1 PIECE OF PIPE)

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18" DIA. CONCRETE DONUT

AutoCAD SHX Text %%u4' DIAMETER PRECAST DOGHOUSE MANHOLE

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NOT TO SCALE

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1. MANHOLE DESIGN SHALL CONFORM TO ASTM C478 SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTION. 2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MIN. 3. STEEL REINFORCING SHALL BE GRADE 60 CONFORMING TO ASTM A615 OR WWF CONFORMING TO ASTM A185 OR DRAWN WIRE CONFORMING TO ASTM A62. 4. PROVIDE ADDITIONAL REINFORCING AT OPENINGS. 5. PROVIDE HS20-44 LOAD CLASS. 6. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE AND MEET THE REQUIREMENTS OF ASTM C478. 7. ADJUST TO GRADE AS REQUIRED USING 4" GRADE RINGS. 8. SET DOGHOUSE BASE RISER OVER EXISTING SEWER LINE. 9. CAST IRON RING AND COVER TO BE TRAFFIC DUTY HS20-44 LOAD CLASS. 10. PROVIDE PREFORMED BUTYL RUBBER JOINT SEALANT CONFORMING TO ASTM C990.

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BASE TO BE FIELD

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POURED, 12" THICK,

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7' DIA, 3000 PSI

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12" MIN. REQUIRED

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SEE NOTE #8

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4'-0" DIA.

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5" TYP.

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TYP

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SEE NOTE #6

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SEE NOTE #3

AutoCAD SHX Text 5"

AutoCAD SHX Text 2'-0"

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DIA.

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8" AT TOP

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2' THRU 4'

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CONE SECTION

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AS REQUIRED

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SEE NOTE #7

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SEE NOTE #10

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1' THRU 4'

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RISER SECTIONS

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AS REQUIRED

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12" MIN. REQUIRED

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2' THRU 8'

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BASE RISER

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AS REQUIRED

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SEE NOTE #9

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SEE NOTES

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SEE NOTE #7

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SEE NOTE #4

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2'-0" DIA.

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AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

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%%UMANHOLE - INSIDE DROP CONNECTION

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NOT TO SCALE

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OUT OF PLACE.

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SO AS NOT TO FLAKE OR SPALL

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DIRECT FLOW. ANCHOR SECURELY,

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GROUT FILLET CHANNEL TO

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STRAPS, CONSTRUCT CONCRETE

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INSTALL 45%%D BEND WITH 1 1/2"

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MINIMUM

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FEET WITH A 2 STRAP

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SHALL BE SPACED EVERY 4

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STEEL BOLTS. STRAPS

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STRAPS AND 2 1/2" STAINLESS

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GA STAINLESS STEEL

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TO WALL WITH 1 1/2" X 10

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MANHOLE BARREL, FASTENED

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FLUSH WITH INSIDE OF

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DROP PIPE SHALL BE 3034 PVC

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ENCASEMENT

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WITHIN 6" OF CONCRETE

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PROVIDE FLEXIBLE JOINT

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PLUG

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PUSH ON

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REMOVABLE

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MAX 6"

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TEE

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EXST

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GROUT

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ENSURE STEPS ARE

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OPPOSITE DROP PIPE

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MANHOLE

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EXST

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SEWER MAIN

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%%UPIPE TRENCH WITHOUT BEDDING

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PIPE

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O.D. OF

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AutoCAD SHX Text 1'

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FINAL BACKFILL

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9" LIFTS MAX

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INITIAL BACKFILL

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6" LIFTS MAX

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BURIED DETECTION WIRE

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FOR NON-METALLIC PIPE-

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SEE SPECIFICATIONS FOR

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BURY REQUIREMENTS

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SEE SPECIFICATIONS FOR

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BURY REQUIREMENTS

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BURIED WARNING AND

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IDENTIFICATION TAPE

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SIZE AS INDICATED

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UTILITY MAIN

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%%UTYPICAL CONNECTION DETAIL

NOT TO SCALE

S1220B

MH110

MH409

MH412

MH411

MH410

MH409-1

24''

FINAL

C-3

EX. COOLING TOWER

EX. TRANSFORMER

EX. LIFT STATION

EX. SSMH

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - 1220

AutoCAD SHX Text 60027018

AutoCAD SHX Text N62470-20-B-0013

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AS SHOWN

AutoCAD SHX Text 05-20-0013

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

AutoCAD SHX Text 07/28/20

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%%UNEW WORK ITEMS:

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CONNECT TO EXISTING DRAIN. REFER TO SHEET C-4 FOR ADDITONAL INFORMATION.

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INSTALL CLEANOUT (CO). PROVIDE FITTINGS AS REQUIRED.

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TIE INTO EXISTING SSMH. PROVIDE FITTINGS AS REQUIRED.

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ROUTE SANITARY SEWER BELOW EXISTING UTILITY. PROVIDE FITTINGS AS REQUIRED.

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INSTALL APPROX. 198LF OF 6'' PVC AT 0.60%%% MINIMUM SLOPE.

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CUT AND PATCH EXISTING ASPHALT.

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PROVIDE FITTINGS TO ACCOMPLISH BEND - DO NOT DEFLECT PIPE.

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PERCENT

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PLUS OR MINUS

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AND

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MAXIMUM

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MAX

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INV

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RCP

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REINFORCED CONCRETE PIPE

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INVERT

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ABBREVIATIONS

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MIN

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MINIMUM

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ELEVATION

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EL=, ELEV

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CL, C/L

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CENTER LINE

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SSMH

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SANITARY SEWER MANHOLE

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EASTING

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ET CETERA

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ETC.

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APPROX.

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APPROXIMATE/APPROXIMATELY

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NORTHING

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EXISTING

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EX., EXIST.

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POLYVINYL CHLORIDE (PIPE)

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PVC

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CMP

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CORRUGATED METAL PIPE

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ELECTRIC; ELECTRICAL

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ELEC.

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TYPICAL

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TYP.

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FIRE HYDRANT

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EQUALS

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SLT

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SILT FENCE

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SQUARE FOOT/FEET

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POST INDICATOR VALVE

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PIV

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DIAMETER

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DIA, %%C

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CONTRACTION JOINT

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MAG NAIL (CONTROL)

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MAG

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CONC.

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CONCRETE

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DRAINAGE MANHOLE

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DMH

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FLARED END SECTION

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FES

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CUBIC FEET

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CONT.

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CONTINUOUS

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OIL/WATER SEPARATOR

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O/WS

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DUCTILE IRON (PIPE)

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AIP

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ABANDON IN PLACE

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REFER TO SHEET C-2 FOR CONNECTION DETAIL.

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CIVIL LEGEND

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DESCRIPTION

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WATER VALVE

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UTILITY POLE/POLE WITH LIGHT

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GUY WIRE

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SANITARY SEWER (GRAVITY)

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STORM SEWER

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DOMESTIC WATER

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OVERHEAD ELECTRICAL

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UNDERGROUND ELECTRICAL

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COMMUNICATIONS PEDESTAL

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SYMBOL

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FIRE HYDRANT/BOLLARDS

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AutoCAD SHX Text W

AutoCAD SHX Text

OHE

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UGE

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STORM DRAIN DROP INLET

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SANITARY SEWER CLEANOUT

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SANITARY SEWER MANHOLE

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PIV

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POST INDICATOR VALVE

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COMMUNICATIONS MANHOLE

AutoCAD SHX Text C

AutoCAD SHX Text D

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STORM DRAIN MANHOLE

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ELECTRIC MANHOLE

AutoCAD SHX Text E

AutoCAD SHX Text T

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UNDERGROUND COMMUNICATIONS

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UGC

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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TPED

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HVAC PIPING

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HCW

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SANITARY SEWER LATERAL

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SANITARY SEWER (FORCE MAIN)

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OVERHEAD COMMUNICATIONS

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OHC

THRUST BLOCK

FINAL

C-4

EXISTING DRAIN TO BE

ROUTED TO SANITARY SEWER.

REFER TO SHEET C-3.

EXISTING DRAIN TO BE ROUTED

TO SANITARY SEWER.

REFER TO SHEET C-3.

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - 1220

AutoCAD SHX Text 60027019

AutoCAD SHX Text N62470-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

07/28/20

MEDEVAC RD

NHR160

NHR161

NH141

NH118

MH100-1

MH100-2

MH100-1A

MH100-2A

HH 100-3A

MH100-1A-1

H S

GGG

18''

12''

NH113

NH100

PTRDV_0184

2''

6'' 6''

2''

8''

FINAL

C-5

EX. COOLING

TOWERS

EX. SSMH

NEW WORK ITEMS:

CONNECT TO EXISTING DRAIN. REFER TO SHEET C-6 FOR ADDITIONAL INFORMATION. 1

INSTALL CLEANOUT (CO). PROVIDE FITTINGS AS REQUIRED.4

TIE INTO EXISTING SSMH. PROVIDE FITTINGS AS REQUIRED.

ROUTE SANITARY SEWER BELOW EXISTING UTILITY. PROVIDE FITINGS AS REQUIRED.6

INSTALL APPROX. 258LF OF 6'' PVC AT 0.60% MINIMUM SLOPE .

CUT AND PATCH EXISISTING ASPHALT.

PROVIDE FITTINGS TO ACCOMPLISH BEND - DO NOT DEFLECT PIPE.

PERCENT%

PLUS OR MINUS±

AND&

MAXIMUMMAX

INV

RCP REINFORCED CONCRETE PIPE

INVERT

ABBREVIATIONS

MIN MINIMUM

ELEVATIONEL=, ELEV

CL, C/L CENTER LINE

SSMH SANITARY SEWER MANHOLE

EASTINGE:

ET CETERAETC.

CIVIL LEGEND

DESCRIPTION

WATER VALVE

UTILITY POLE/POLE WITH LIGHT

GUY WIRE

SANITARY SEWER (GRAVITY)

STORM SEWER

DOMESTIC WATER

OVERHEAD ELECTRICAL

UNDERGROUND ELECTRICAL

COMMUNICATIONS PEDESTAL

SYMBOL

FIRE HYDRANT/BOLLARDS

OHE

UGE

STORM DRAIN DROP INLET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

PIV

POST INDICATOR VALVE

COMMUNICATIONS MANHOLE

STORM DRAIN MANHOLE

ELECTRIC MANHOLE

APPROX. APPROXIMATE/APPROXIMATELY

N: NORTHING

EXISTINGEX., EXIST.

POLYVINYL CHLORIDE (PIPE)PVC

CMP CORRUGATED METAL PIPE

UNDERGROUND COMMUNICATIONSUGC

ELECTRIC; ELECTRICALELEC.

TYPICALTYP.

FIRE HYDRANTFH

EQUALS=

SLT SILT FENCE

SF SQUARE FOOT/FEET

POST INDICATOR VALVEPIV

DIAMETER

DIA, Ø

CJ CONTRACTION JOINT

MAG NAIL (CONTROL)MAG

AT@

TPED

CONC. CONCRETE

DRAINAGE MANHOLEDMH

FLARED END SECTIONFES

CF CUBIC FEET

CONT. CONTINUOUS

OIL/WATER SEPARATORO/WS

HVAC PIPINGHCW

SANITARY SEWER LATERAL

SANITARY SEWER (FORCE MAIN)

OVERHEAD COMMUNICATIONSOHC

THRUST BLOCK

DUCTILE IRON (PIPE)DI

AIP ABANDON IN PLACE

NOTE: COOLING TOWER 'A' IS CURRENTLY UNDER CONSTRUCTION.

CONFIRM LOCATION OF TOWER AND UTILITIES PRIOR TO WORK.

REFER TO SHEET C-2 FOR CONNECTION DETAIL.

AutoCAD SHX Text C

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AutoCAD SHX Text D

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - NH100

AutoCAD SHX Text 60027020

AutoCAD SHX Text N62470-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

AutoCAD SHX Text

TALIA BARRACO, EI

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TALIA BARRACO, EI

AutoCAD SHX Text

JENNI REED P.E.

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TALIA BARRACO, EI

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 07/28/20

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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C-6

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - NH 100

AutoCAD SHX Text 60027021

AutoCAD SHX Text N62470-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

JENNI REED P.E.

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

T. BURTON, PE

WC144

WC161

WC145

SWC145B

SWC145C

MH WC4-6

MH WC4-6-1

MH-WC-1-3-3

SWP328

SWP329

SWP176

WC144

1''

FINAL

C-7

EX. COOLING TOWER A

EX. COOLING TOWER B

EX. SSMH

NEW WORK ITEMS:

CONNECT TO EXISTING DRAIN. REFER TO SHEET C-8 FOR ADDITIONAL INFORMATION. 1

INSTALL CLEANOUT (CO). PROVIDE FITTINGS AS REQUIRED.4

TIE INTO EXISTING SSMH. PROVIDE FITTINGS AS REQUIRED.

ROUTE SANITARY SEWER BELOW EXISTING UTILITY. PROVIDE FITTTINGS AS REQUIRED.6

TOWER A - INSTALL APPROX. 349LF OF 6'' PVC AT 0.60% MINIMUM SLOPE.

CUT AND PATCH EXISTING SIDEWALK.

PROVIDE FITTINGS TO ACCOMPLISH BEND - DO NOT DEFLECT PIPE.

PERCENT%

PLUS OR MINUS±

AND&

MAXIMUMMAX

INV

RCP REINFORCED CONCRETE PIPE

INVERT

ABBREVIATIONS

MIN MINIMUM

ELEVATIONEL=, ELEV

CL, C/L CENTER LINE

SSMH SANITARY SEWER MANHOLE

EASTINGE:

ET CETERAETC.

APPROX. APPROXIMATE/APPROXIMATELY

N: NORTHING

EXISTINGEX., EXIST.

POLYVINYL CHLORIDE (PIPE)PVC

CMP CORRUGATED METAL PIPE

ELECTRIC; ELECTRICALELEC.

TYPICALTYP.

FIRE HYDRANTFH

EQUALS=

SLT SILT FENCE

SF SQUARE FOOT/FEET

POST INDICATOR VALVEPIV

DIAMETER

DIA, Ø

CJ CONTRACTION JOINT

MAG NAIL (CONTROL)MAG

AT@

CONC. CONCRETE

DRAINAGE MANHOLEDMH

FLARED END SECTIONFES

CF CUBIC FEET

CONT. CONTINUOUS

OIL/WATER SEPARATORO/WS

DUCTILE IRON (PIPE)DI

AIP ABANDON IN PLACE

TOWER B - INSTALL APPROX. 209LF OF 6'' PVC AT 0.60% MINIMUM SLOPE.

REFER TO SHEET C-2 FOR CONNECTION DETAIL.

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text E

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AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text F

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

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PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

AutoCAD SHX Text

DRAIN SYSTEM FOR

AutoCAD SHX Text

COOLING TOWERS

AutoCAD SHX Text

SITE PLAN - WC 145

AutoCAD SHX Text 60027022

AutoCAD SHX Text N62470-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

JENNI REED P.E.

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 07/28/20

AutoCAD SHX Text

CIVIL LEGEND

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE/POLE WITH LIGHT

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

SANITARY SEWER (GRAVITY)

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

DOMESTIC WATER

AutoCAD SHX Text

OVERHEAD ELECTRICAL

AutoCAD SHX Text

UNDERGROUND ELECTRICAL

AutoCAD SHX Text

COMMUNICATIONS PEDESTAL

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

FIRE HYDRANT/BOLLARDS

AutoCAD SHX Text D

AutoCAD SHX Text W

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OHE

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UGE

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STORM DRAIN DROP INLET

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SANITARY SEWER CLEANOUT

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SANITARY SEWER MANHOLE

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PIV

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POST INDICATOR VALVE

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COMMUNICATIONS MANHOLE

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STORM DRAIN MANHOLE

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ELECTRIC MANHOLE

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UNDERGROUND COMMUNICATIONS

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UGC

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TPED

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HVAC PIPING

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HCW

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SANITARY SEWER LATERAL

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SANITARY SEWER (FORCE MAIN)

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OVERHEAD COMMUNICATIONS

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OHC

THRUST BLOCK

C-8

EXISTING DRAINS TO BE ROUTED

TO SANITARY SEWER. REFER TO SHEET C-7.

NOTE: WC 145 HAS TWO (2) COOLING TOWERS. BOTH TOWERS

HAVE SIMILAR SET UP AND REQUIRE ROUTING TO SANITARY SEWER.

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - WC 145

AutoCAD SHX Text 60027023

AutoCAD SHX Text N62470-20-B-0013

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AS SHOWN

AutoCAD SHX Text 05-20-0013

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

WC161

WC165

WC160

SWC165A

SWC165B

HH WC4-4

MH WC4-3

HH WC4-4-1

MH WC4-3-1

SWP330

18''

24''

3''

1''

' 1

FINAL

C-9

EX. COOLING TOWER A

EX. COOLING TOWER B

EX. SSMH

NEW WORK ITEMS:

CONNECT TO EXISTING DRAIN. REFER TO SHEET C-10 FOR ADDITIONAL INFORMATION.1

INSTALL CLEANOUT (CO). PROVIDE FITTINGS AS REQUIRED.4

INSTALL NEW DOGHOUSE MANHOLE. TIE NEW SANITARY SEWER LATERALS INTO

ROUTE SANITARY SEWER AROUND EXISTING UTILITY. PROVIDE FITTINGS AS REQUIRED.6

TOWER A - INSTALL APPROX. 264LF OF 8'' PVC AT 0.40% MINIMUM SLOPE.

CUT AND PATCH EXISTING ASPHALT AND/OR SIDEWALK.

PROVIDE FITTINGS TO ACCOMPLISH BEND - DO NOT DEFLECT PIPE.

PERCENT%

PLUS OR MINUS±

AND&

MAXIMUMMAX

INV

RCP REINFORCED CONCRETE PIPE

INVERT

ABBREVIATIONS

MIN MINIMUM

ELEVATIONEL=, ELEV

CL, C/L CENTER LINE

SSMH SANITARY SEWER MANHOLE

EASTINGE:

ET CETERAETC.

APPROX. APPROXIMATE/APPROXIMATELY

N: NORTHING

EXISTINGEX., EXIST.

POLYVINYL CHLORIDE (PIPE)PVC

CMP CORRUGATED METAL PIPE

ELECTRIC; ELECTRICALELEC.

TYPICALTYP.

FIRE HYDRANTFH

EQUALS=

SLT SILT FENCE

SF SQUARE FOOT/FEET

POST INDICATOR VALVEPIV

DIAMETER

DIA, Ø

CJ CONTRACTION JOINT

MAG NAIL (CONTROL)MAG

AT@

CONC. CONCRETE

DRAINAGE MANHOLEDMH

FLARED END SECTIONFES

CF CUBIC FEET

CONT. CONTINUOUS

OIL/WATER SEPARATORO/WS

DUCTILE IRON (PIPE)DI

AIP ABANDON IN PLACE

CIVIL LEGEND

DESCRIPTION

WATER VALVE

UTILITY POLE/POLE WITH LIGHT

GUY WIRE

SANITARY SEWER (GRAVITY)

STORM SEWER

DOMESTIC WATER

OVERHEAD ELECTRICAL

UNDERGROUND ELECTRICAL

COMMUNICATIONS PEDESTAL

SYMBOL

FIRE HYDRANT/BOLLARDS

OHE

UGE

STORM DRAIN DROP INLET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

PIV

POST INDICATOR VALVE

COMMUNICATIONS MANHOLE

STORM DRAIN MANHOLE

ELECTRIC MANHOLE

UNDERGROUND COMMUNICATIONSUGC

TPED

HVAC PIPINGHCW

SANITARY SEWER LATERAL

SANITARY SEWER (FORCE MAIN)

OVERHEAD COMMUNICATIONSOHC

THRUST BLOCK

TOWER B - INSTALL APPROX. 378LF OF 8'' PVC AT 0.40% MINIMUM SLOPE.

MANHOLE. PROVIDE FITTINGS AS REQUIRED.

REFER TO SHEET C-2 FOR CONNECTION DETAIL.

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( IN FEET )

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GRAPHIC SCALE

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY…

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File details come from the government source that posted it. Updated Aug 31, 2020.