23-0059 Dwgs.pdf

PDF 3 MB Posted Aug 7, 2024

Attached to: FY24 MCAS New River Mat Repairs
Solicitation number: N4008524R2815
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 7, 2024

This document appears to be a set of drawings related to a federal contract opportunity for Mat Repairs at MCAS New River. The key details are:

The contract opportunity is for Mat Repairs at MCAS New River. It involves demolition and replacement of damaged concrete slabs on various taxiways and runways. The government has provided detailed drawings showing the existing conditions, new work required, and construction specifications and details. Environmental considerations are noted, including the site being located within a land use restriction for groundwater. The contractor will be required to provide a temporary taxiway to bypass closed sections during construction. The contractor must also restore any disturbed areas and restripe pavement markings. The solicitation number is N4008524R2815 and the federal agency is the Department of the Navy Naval Facilities Engineering Command.

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Amend 0001.pdf	PDF	Aug 9, 2024
23-0059 DM.PDF	PDF	Aug 7, 2024
23-0059 SOW.pdf	PDF	Aug 7, 2024
23-0059 Specs.pdf	PDF	Aug 7, 2024
23-0059 RFP.pdf	PDF	Aug 7, 2024

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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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL T001

MAT REPAIRS

LANDFILL

ROICC OFFICE

BLDG 1005

C I

T N

A L

T A

NEUSE

NEW RIVER

Swansboro

US 17

4 & Bolton

Delco Acme

Leland Wilmington

Scott Hill

Hampstead

CAMP LEJUENE

Holly Ridge

Folkstone

Dixon

Verona

US 421

Words Corner

Burgaw

Wallace

Jacksonville

Richlands

Beulaville

US 117

Rosehill

Magnolia

Warsaw

OAK GROVE

Havelock Maysville

Pollacksville

New Bern Tuscarora

Hill Pink Comfort

Trenton

DoverKinston

Springs

US 70

Mt. Olive

Seven

Goldsboro

US 70

N A

E C

Morehead City Beaufort

Otway

CHERRY POINT

RIVER

GRAPHIC SCALE IN MILES

NC 24

23-0059

MCAS NEW RIVER

10 10 20

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DATE:

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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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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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MCAS NEW RIVER

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MAT REPAIRS

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LOCATION AND VICINITY MAP

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AutoCAD SHX Text N40085-23-B-0059

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AS SHOWN

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M. HORNE

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M. HORNE

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T. PRENDERGAST, PE

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M. HORNE

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J. ORR, PE

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

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SCALE: 1" = 6000'

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NORTHEAST CREEK

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LEJEUNE BLVD

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TO WILMINGTON

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VERONA LOOP ROAD

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PADGETT RD

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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

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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

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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

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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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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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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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SPARROW

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MALLARD

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KIWI

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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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VICINITY MAP - CAMP LEJEUNE, N.C.

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DRAWING INDEX

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NAVFAC DWG NO.

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TITLE

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SHEET NO.

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LOCATION AND VICINITY

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PROJECT NOTES

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SITE

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ZONE 2 EXISTING CONDITIONS

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OVERALL SITE PLAN

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ZONE 1 EXISTING CONDITIONS

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ZONE 1 NEW WORK

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AutoCAD SHX Text C104

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ZONE 2 NEW WORK

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SITE DETAIL

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SITE DETAIL

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SITE DETAIL

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(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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C100

GENERAL AIRFIELD WORK NOTES:

1. THE AREA WILL REMAIN IN OPERATION DURING THE

ENTIRE CONSTRUCTION PERIOD. THE WORK

REQUIRED UNDER THIS CONTRACT SHALL BE

PERFORMED AT SUCH TIMES AND IN SUCH MANNER

AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE

WITH AIRFIELD OPERATIONS. A MINIMUM OF ONE

WEEK PRIOR TO PRE-CONTRUCTION CONFERENCE,

THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT,

IN WRITING, THE PROPOSED CONSTRUCTION

SCHEDULE FOR REVIEW AND APPROVAL BY THE

CONTRACTING OFFICER.

THE SCHEDULE SHALL INCLUDE:

- NUMBER AND TYPES OF PERSONNEL

- LISTS AND TYPE OF EQUIPMENT

- DATE CONSTRUCTION WILL COMMENCE

- ESTIMATED DATE AND / OR NUMBER OF DAYS TO

COMPLETE EACH MAJOR ITEM IN EACH PHASE

INCLUDING THE EXPECTED DATE TO COMPLETE THE

FINAL PHASE.

- THE CONTRACTORS'S CONSTRUCTION SCHEDULE

SHALL BE PREPARED CONSIDERING THE VARIOUS

CONDITIONS OUTLINED HEREIN, BUT IT WILL BE

SUBJECT TO MODIFICATIONS DURING

CONSTRUCTION IF NECESSARY TO KEEP

INTERFERENCE WITH AIRFIELD OPERATIONS TO THE

MINIMUM POSSIBLE. A THIRTY (30) DAY NOTICE MUST

BE GIVEN TO THE CONTRACTING OFFICER PRIOR TO

ACTUAL WORK START DATE.

2. ACCESS TO THE JOB SITE AND STAGING AREAS

SHALL BE PROVIDED TO THE CONTRACTOR. THE

CONTRACTOR SHALL USE ONLY THE ACCESS AND

STAGING AREA PROVIDED BY THE MCAS. FUELING

AND MAINTENANCE WORK SHALL NOT BE ALLOWED

ON THE TAXIWAY OR SHOULDERS AND MUST BE

PERFORMED ON A TEMPORARY PRE-PAVED

SURFACE APPROVED BY THE MCAS. ALL SURFACES

USED FOR FUELING AND MAINTENANCE SHALL BE

KEPT FREE OF FUELS OILS AND GREASES AND

SHALL BE CLEANED TO THE APPROVAL OF THE

CONTRACTING OFFICER UPON COMPLETION OF

WORK.

3. THE CONTRACTOR SHALL RESTORE ANY ACCESS

ROADS AND STAGING AREA USED, BACK TO ITS

ORIGINAL CONDITION. ALL DISTURBED TURF AREAS

SHALL REQUIRE TOPSOIL AND SOD. CONTRACTOR

SHALL PROVIDE TOPSOIL, FINE GRADE, AND SOD ALL

AREAS TO LIMIT OF DISTURBANCE.

4. THE CONTRACTOR SHALL LIMIT WORK TO THE LIMITS

OF CONSTRUCTION (LOC) OUTLINED ON THE

DRAWINGS AND SHALL BE RESPONSIBLE FOR THE

PLACEMENT OF BATTERY OPERATED RED LIGHTS

MOUNTED ON WHITE AND ORANGE BARRICADES.

LIGHTS MUST BE OPERATIONAL EACH DAY FROM

DUSK UNTIL DAWN AS WORK PROGRESSES. ALL

EQUIPMENT AND CONSTRUCTION EQUIPMENT

OPERATING ON OR NEAR THE RUNWAYS WILL

REQUIRE AN ORANGE AND WHITE CHECKERED FLAG

ATTACHED TO THEIR HIGHEST POINT WHILE

WORKING ON OR ADJACENT TO THE RUNWAYS AND

TAXIWAYS.

5. THE CONTRACTOR SHALL AT ALL TIMES DURING

CONSTRUCTION OPERATIONS, MAINTAIN RADIO

COMMUNICATION WITH THE AIRFIELD CONTROL

TOWER AND HAVE A MOBILE TELEPHONE AVAILABLE

AT THE WORK SITE. ALL VEHICLES AND EQUIPMENT

ENTERING AND EXITING THE AIRFIELD OPERATIONS

AREA (AOA) MUST HAVE A VISIBLE CONTRACTOR

REPRESENTATIVE.

6. THE CONTRACTOR SHALL TAKE ADEQUATE

PROTECTIVE MEASURES TO INSURE THAT EXISTING

PAVEMENT SURFACES ARE NOT DAMAGED FROM

TRACK MARKS OR ANY OTHER POSSIBLE SOURCE

WHEN EQUIPMENT IS BEING MOVED DURING AND

AFTER WORK IS BEING CONDUCTED.

7. WORK SHALL BE COORDINATED WITH AIR TRAFFIC

CONTROL VIA THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL NOTIFY MCAS AIR

OPERATIONS, DUTY OFFICE, 48 HOURS IN ADVANCE

OF ANY PIECE OF CONSTRUCTION EQUIPMENT,

TRUCK OR PERSONNEL WORKING WITHIN 750 FEET

OF ANY RUNWAY.

8. CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND

CLEAN UP WITHIN TEN (10) MINUTES OR LESS OR AS

DIRECTED BY THE AIRFIELD CONTROL TOWER / AIR

OPS PERSONNEL WHEN WORKING WITHIN 750 FEET

OF AN ACTIVE RUNWAY IF THE RUNWAY IS

REQUIRED FOR EMERGENCY USE.

9. THE CONTRACTOR SHALL PROVIDE A POWER

BROOM AT THE SITE AT ALL TIMES. ANY DEBRIS ON

THE AIRFIELD OPERATIONS AREA RESULTING FROM

THE CONSTRUCTION PROCESS MUST BE REMOVED

IMMEDIATELY.

10. CONTRACTOR SHALL TAKE ADEQUATE MEASURES

TO PROTECT ALL EXISTING LIGHTS THAT ARE TO

REMAIN, INCLUDING BUT NOT LIMITED TO,

TEMPORARILY REMOVING FIXTURES AND

REINSTALLING AFTER MARKING WORK IS COMPLETE.

11. ALL MARKINGS SHALL BE IN ACCORDANCE WITH THE

LATEST EDITION OF NAVAIR 51-50AAA-2, UFC

3-260-01, NAVFAC P-80, AND STATION PROVIDED

REQUIREMENTS. SHOULD DISCREPANCIES OCCUR,

PLEASE CONTACT HAROLD TREADWAY, AIRFIELD

MANAGER, 910-449-6800.

12. COORDINATE THE REMOVAL OR MOVEMENT OF

AIRCRAFT TO A TEMPORARY LOCATION DURING

RESTRIPING WITH THE CONTRACTING OFFICER.

13. THE CONTRACTOR AND CONTRACTOR PERSONNEL

SHALL BECOME FAMILIAR WITH AND OBEY ALL AIR

STATION REGULATIONS. KEEP WITHIN THE LIMITS OF

THE WORK AREA AND AVENUES OF INGRESS AND

EGRESS AS DIRECTED. DO NOT ENTER RESTRICTED

AREAS UNLESS REQUIRED TO DO SO AND NOT UNTIL

CLEARED FOR SUCH ENTRY. THE CONTRACTOR'S

EQUIPMENT SHALL BE CONSPICUOUSLY MARKED

FOR IDENTIFICATION.

14. TRAFFIC CONTROL AND PROTECTION:

FOR ALL WORK AREAS, PROVIDE TEMPORARY

TRAFFIC CONTROL BARRICADES (BARRIERS)

BETWEEN THE CONSTRUCTION AREA AND AIRCRAFT

MOVEMENT AREAS. PROVIDE MANUFACTURED,

LOW-PROFILE, AIRPORT BARRIER(S) MEETING THE

REQUIREMENTS OF FAA AC 150/5370-2F. PROVIDE

FOD FREE, UV-RESISTANCE POLYETHYLENE

BARRIERS HOLDING FLASHING RED LIGHTS SPACED

NO GREATER THAN 10 FEET ON CENTER (NO FLAGS).

BARRICADES SHALL NOT HAVE SPACES GREATER

THAN 6' BETWEEN THEM.

PLACE WARNING SIGNS NEAR THE BEGINNING OF

THE WORK SITE AND WELL AHEAD OF THE WORK

SITE FOR ALERTING APPROACHING TRAFFIC FROM

BOTH DIRECTIONS. PLACE SMALL MARKERS ALONG

NEWLY PAINTED LINES TO CONTROL TRAFFICE AND

PREVENT DAMAGE TO NEWLY PAINTED SURFACES.

MARK PAINTING EQUIPMENT WITH LARGE WARNING

SIGNS INDICATING SLOW MOVING PAINTING

EQUIPMENT IN OPERATION.

LAYOUT OF MARKINGS: THE PROPOSED MARKING

SHALL BE LAID OUT IN ADVANCE OF THE PAINT

APPLICATION.

15. ANY TAXIWAY CLOSURE SHALL REQUIRE THE

CONTRACTOR TO PROVIDE ONE CLOSED TAXIWAY

MARKING AND LOW PROFILE BARRICADE FULL

WIDTH OF THE TAXIWAY AT A LOCATION

DESIGNATED BY THE CONTRACTING OFFICER.

16. STATION WATER MAY BE USED FOR THE PROJECT

AT NO EXPENSE TO THE CONTRACTOR.

17. LOCATION OF CONTRACTOR LAYDOWN AREA SHALL

BE COORDINATED WITH AIRFIELD MANAGER.

18. ALL RESIDUES FROM REMOVAL OPERATION SHALL

BE COLLECTED FROM PAVEMENT SURFACE USING

SELF-RECOVERING EQUIPMENT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PROVIDING MEASURES

TO PREVENT RESIDUE FROM REACHING STORM

INLETS OR TURF AREAS.

19. ALL WORK AREAS ARE LOCATED ON AIRFIELD

PAVEMENT. ALL PAVEMENT IS PORTLAND CEMENT

CONCRETE UNLESS NOTED OTHERWISE.

20. THE AIRFIELD SHALL REMAIN IN OPERATION DURING

CONSTRUCTION. BASE BIDS ON AIRCRAFT

MOVEMENT AREAS BEING ON ALL PAVED SURFACES

ADJACENT TO WORK AREAS.

21. FLIGHTLINE ACCESS MUST BE OBTAINED BY ALL

PERSONNEL THAT IS TO BE PRESENT DURING

CONSTRUCTION. ALL PERSONNEL WHO WILL BE

OPERATING EQUIPMENT OR VEHICLES MUST OBTAIN

DRIVING PRIVILEGES FOR THE FLIGHTLINE.

RETROREFLECTIVE YELLOW

NON-RETROREFLECTIVE YELLOW

NON-RETROREFLECTIVE BLACK

COLOR OF MARKING FEDERAL SPECIFICATION

TT-P-1952, PAINT, FED-STD-595, CHIP NO. 23538, AND

TT-B-1325 GLASS SPHERES, TYPE III, GRADATION "A" OR

TYPE I

TT-P-1952, PAINT, FED-STD-595, CHIP NO. 23538

PAINT, FED-STD-595, CHIP NO. 27038

FOD NOTES:

1. DEFINITION:

1.1. FOREIGN OBJECT DEBRIS (FOD): A SUBSTANCE, DEBRIS OR ARTICLE ALIEN TO A VEHICLE OF SYSTEM WHICH WOULD POTENTIALLY CAUSE DAMAGE.

1.2. FOREIGN OBJECT DAMAGE (FOD): ANY DAMAGE ATTRIBUTED TO A FOREIGN OBJECT THAT CAN BE EXPRESSED IN PHYSICAL OR ECONOMIC TERMS WHICH MAY OR MAY NOT DEGRADE

AN AIRCRAFT'S PERFORMANCE CHARACTERISTICS.

2. THE CONTRACTOR SHALL PREVENT FOD FROM ENTERING THE AIRFIELD AT ALL TIMES, AND SHALL BE RESPONSIBLE FOR REMOVING ALL FOD CAUSED BY CONSTRUCTION MEANS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PREVENTING FOD FROM BEING TRANSPORTED OUTSIDE OF THE WORK AREA.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRACTICING "CLEAN AS YOU GO," DEFINED AS THE FOLLOWING:

3.1. CLEAN THE IMMEDIATE AREA WHEN WORK CANNOT CONTINUE.

3.2. CLEAN THE IMMEDIATE AREA WHEN WORK DEBRIS HAS THE POTENTIAL TO MIGRATE TO AN OUT OF SIGHT OR INACCESSIBLE AREA AND CAUSE DAMAGE AND/OR GIVE THE

APPEARANCE OF POOR WORKMANSHIP.

3.3. CLEAN THE IMMEDIATE AREA AFTER WORK IS COMPLETED PRIOR TO INSPECTION.

3.4. CLEAN AT THE END OF EACH SHIFT.

4. THE CONTRACTOR SHALL PROVIDE WORKER AWARENESS TO FOD CAUSES, AND FOD SWEEP ALL EQUIPMENT OPERATING ON THE AIRFIELD DURING ALL ACTIVITIES.

5. THE CONTRACTOR SHALL APPOINT IN WRITING A FOD PREVENTION MANAGER (FOD-PM). THE DESIGNATED FOD-PM SHALL DEVELOP AND IMPLEMENT PLANS AND PROGRAMS TO PREVENT

AND CONTROL FOD AROUND OR ADJACENT TO THE CONSTRUCTION LIMITS, AS WELL AS TRANSPORTATION ROUTE(S) TO AND FROM THE CONSTRUCTION AREA(S).

6. THE CONTRACTOR SHALL SUBMIT A FOD PREVENTION PLAN FOR APPROVAL.

7. THE CONTRACTOR SHALL IDENTIFY REQUIRED FOD INSPECTION AREAS FOR ALL CONTRACTOR, SUBCONTRACTOR, SUPPLIER AND CONSTRUCTION SUPPORT ACTIVITY VEHICLE AND

VEHICLE TIRE INSPECTION ENTERING THE FLIGHTLINE AREA AND LEAVING THE CONSTRUCTION SITE.

FOD BARRIER NOTES:

CONTRACTOR SHALL ONLY USE BARRIERS WITH 8" WIDE ALTERNATING PAINTED WHITE AND INTERNATIONAL ORANGE STRIPES ON BOTH FRONT AND BACK OF BARRIER. STRIPES SHALL BE

AT 45° ANGLE; TOP TO BOTTOM.

INDIVIDUAL BARRIER LENGTH SHALL BE 8'-0". ALL BARRIERS SHALL BE LIGHTED. PROVIDE PLUGS FOR FORKLIFT OPENINGS AT ALL TIMES WHEN BARRIER IS IN USE. PLUGS SHALL BE APPROVED BY CONTRACTING OFFICER. PLUGS MAY BE BOLTED PLYWOOD, SANDBAGS, OR FILTER FABRIC.

PROVIDE AND SECURE FILTER FABRIC ON BARRIER SIDE FACING CONSTRUCTION TO SEAL GAPS WITHIN AND BETWEEN BARRIERS.

CONTRACTOR TO PROVIDE BATTERIES, AS NEEDED, FOR LIGHTS FOR GOVERNMENT FURNISHED BARRIERS THROUGHOUT CONSTRUCTION.

THE CONTRACTOR SHALL MAINTAIN ALL BARRIERS IN GOOD CONDITION AND SHALL REPLACE ANY BARRIERS IN-KIND DAMAGED DUE TO CONTRACTOR ACTIVITY AT NO ADDITIONAL EXPENSE

TO THE GOVERNMENT.

THE CONTRACTOR SHALL INSTALL, RE-ARRANGE AND MAINTAIN ALL BARRIERS THROUGHOUT THE PROJECT DURATION.

CONTRACTOR SHALL MAINTAIN LIGHTS (FLASHER UNITS) ON ALL BARRIERS USED ON THIS PROJECT.

GENERAL NOTES

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS

AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH COMMERCIAL

CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL, HEALTH AND

SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND

PROCEDURES RELATED TO EHS MATTERS.

11.CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE CLOSED TAXIWAY IN

ACCORDANCE WITH G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14

12.RESTRIPE ANY DISTURBED PAVEMENT MARKINGS IN ACCORDANCE WITH THE PAVEMENT

MARKING DETAILS ON SHEET C503

ENVIRONMENTAL NOTES

1. THIS SITE IS LOCATED WITHIN A LAND USE RESTRICTION (LUR) FOR GROUNDWATER. ANY

ENCOUNTERED GROUNDWATER WITHIN THE LUR MUST BE CONTAINERIZED AND PROPERLY

DISPOSED OF OR SAMPLED PRIOR TO DEWATERING ACTIVITIES.

1.1. IR PROGRAM: 910-451-9641/9610

1.2. AST/UST PROGRAM: 910-451-5878

2. 3R UXO SAFETY TRAINING IS RECOMMENDED FOR ALL WORKERS

3. ALL AIRFIELD CONCRETE MUST BE REMOVED FROM THE SITE TO A PERMITTED RCRA SUBTITLE D

LANDFILL.

4. ENSURE ANY DUST EMISSIONS GENERATED BY CONSTRUCTION AND DEMOLITION ARE

APPROPRIATELY CONTROLLED.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

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SUBMITTED BY:

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DES.

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CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SPEC.

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SIZE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 23-0059

AutoCAD SHX Text

MCAS NEW RIVER

AutoCAD SHX Text

MAT REPAIRS

AutoCAD SHX Text

OVERALL SITE MAP

AutoCAD SHX Text 60040928

AutoCAD SHX Text N40085-23-B-0059

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-23-0059

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. PRENDERGAST, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. ORR, PE

07/31/2024

OSPREY POND

SAS4233 SAS4125

AS553

AS4192

SAS4185

AS3525

SAS4193

SAS4163

AS4227

SAS4160

SAS5023

AS508

AS3905

AS515

AS4111

AS518

AS4108

AS4106

AS4085

AS4109

AS4013

AS4200

AS4171

AS4004

AS514

AS4110

AS4211

AS3900

AS4208

AS4207

AS4158

AS4192

AS4035

AS4007

AS4006

AS516

AS3525

AS4127

AS4122

AS5040

AS4141

AS3546

AS4002

AS3513

AS3004

AS4225

AS5020

SAS4195

AS5019

AS4008

AS4230

AS4138

AS4010C

AS4103C

AS4171C

AS3540

AS4177

AS4184

AS4165

AS3003

SAS4140

AS4120CC

AS4120CB

AS3514

SAS4173

SAS4032

SAS4042

SAS4221

AS4100CA

AS4090

AS3545

AS3906

AS3012

AS4088

AS4120

AS4078

AS4081

AS4146

AS4030

AS4147

AS545

AS4135

AS480

AS4157

AS4188

AS4105

AS4159

AS3520

AS3518

AS4087

AS4148

AS5000

SAS4037

AS4120CA

AS4035A

ASC4171A

AS498

AS4187

SAS4232

AS3625

SAS4172

AS5013

AS5014

AS5027

AS5015

AS5017

AS5016

AS5022

R D

DEM

ARCO

G R

O R

D N

E R D

FLIG

HTLINE RD

CALA

MAT 7

TAXIWAY FOX TROT

MAT 7

RUNWAY 5/

MAT 2

MAT 3

MAT 4

MAT 5

TAXIW

AY C

HARLIE

TAXIWAY BRAVO

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C100

ZONE 1

-MAT 2 - 1

-MAT 3 - 1

-CHARLIE TAXIWAY - 9

ZONE 2

-MAT 7 - 2

-CALA - 11

TOTAL - 24

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS

AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH COMMERCIAL

CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL, HEALTH AND

SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND

PROCEDURES RELATED TO EHS MATTERS.

11.CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE CLOSED TAXIWAY IN

ACCORDANCE WITH G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14

12.RESTRIPE ANY DISTURBED PAVEMENT MARKINGS IN ACCORDANCE WITH THE PAVEMENT

MARKING DETAILS ON SHEET C503

ENVIRONMENTAL NOTES

1. THIS SITE IS LOCATED WITHIN A LAND USE RESTRICTION (LUR) FOR

GROUNDWATER. ANY ENCOUNTERED GROUNDWATER WITHIN THE LUR MUST

BE CONTAINERIZED AND PROPERLY DISPOSED OF OR SAMPLED PRIOR TO

DEWATERING ACTIVITIES.

1.1. IR PROGRAM: 910-451-9641/9610

1.2. AST/UST PROGRAM: 910-451-5878

2. 3R UXO SAFETY TRAINING IS RECOMMENDED FOR ALL WORKERS

3. ALL AIRFIELD CONCRETE MUST BE REMOVED FROM THE SITE TO A PERMITTED

RCRA SUBTITLE D LANDFILL.

4. ENSURE ANY DUST EMISSIONS GENERATED BY CONSTRUCTION AND

DEMOLITION ARE APPROPRIATELY CONTROLLED.

AutoCAD SHX Text

DATE:

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 E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 23-0059

AutoCAD SHX Text

MCAS NEW RIVER

AutoCAD SHX Text

MAT REPAIRS

AutoCAD SHX Text

OVERALL SITE MAP

AutoCAD SHX Text 60040929

AutoCAD SHX Text N40085-23-B-0059

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-23-0059

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. PRENDERGAST, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. ORR, PE

AutoCAD SHX Text 07/31/2024

AutoCAD SHX Text

ZONE 1

AutoCAD SHX Text

ZONE 2

AutoCAD SHX Text

GENERAL NOTES:

ZONE SLAB COUNT:

AS508

AS514

AS516

AS568

ASC515N

1-50-18

6''

6'' 12''

6''

14''

16'' 6''

4''

12''

6''

14''

12''

4''

18''

14''

12''

3''

6''

14''

6''

10''

2''

14'' 14''

1''

16''

14''

8''

14''

PMO HH

MHB1-8

MHB1-6

MHB1-7

MHB1-9

MH B1-5

MHB1-11

MHB1-10

HHB1-4-2

MHB1-4-2

MHB1-7-2

MHB1-7-1

HH B1-2-1

24AS1

BE-19

AS1

BE-19

AS1

AF28

AS1

BE-19

AS1

AF28

BE-19

AS1AS

BE-19

AS1

AF24

AS1

AF28

AS1

BE-19 BE-19

BE-19

AS1

AF24

AS1

BE-19

AF28

AS1

BE-19

AS1

A-40

AF28

BE-19BE-19

-1

9BE-19

BE-19

AF28

AS1

AF28

AS1

BE-19

A-40 AF28

BE-19

AF28BE-19

AF24

AS1

A-

40BE-19

AF28

AS1

AF24

AS1

AS1 AS

1AS1

AS1

TAXIWAY BRAVO

RUNWAY 05

-23

SIG

TAXIW

AY C

HARLIE

AS1

SWP407

SWP201

SWP202

42''

15''

18''

10''

30''

15''

24''

6''

30''

18''

24''

6''

30''

12''

15''

24''

15''

6''

24''

15''

36''

18''

6''

15''

18''

6''8''

24''

6''

24''

18''

36''

15''

24''

12''

15'' 24''

6''

30''

42''

15''

12''

24''

6''

36''

18''

54''

36''

48''

15''

30''

42''

36''

12'' 6''

15''

12''

24''

8''

15''

18''

12''

36''18

18''

12''

6''

12''

6''

36''

24''

30''

12''

30''

15''

30''

8''

24''

12''

36''

15''

24''

6''

36''

12''

6'' 6''

6''

12''

6''6''

24''

6''

8''

6''

6'' 6''

12''

6''

8''

6''

8''

6''

3''

6''

8''

4'' 8''

8''

3''

8''

6''

3''

8''

10'' 10''10''

10''

8''

AS79

AS65

AS62

AS60

AS77

AS76AS75

AS74

AS73

AS72AS71

AS81

AS69

AS70

AS78

AS68

AS61

AS508 AS528 SAS528

MAT 2

MAT 3

MAT 4

MAT 5

TAXIW

AY C

HARLIE

TAXIWAY BRAVO

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C101

COPPER CABLE

PRI./SEC. UNDERGROUND ELEC.

ROADWAY CENTERLINE

ROADWAY

DITCH/SWALE

STORMWATER PIPE

WATER MAIN

GRAVITY SEWER

SEWER LATERAL

BUILDING

TRANSFORMER

WASTEWATER MANHOLEGATE VALVE

PUMP STATION

G GENERATOR

ELEC. MANHOLE

GATE VALVE

STORM INLET

STORMWATER MANHOLE

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS

AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH COMMERCIAL

CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL, HEALTH AND

SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND

PROCEDURES RELATED TO EHS MATTERS.

11.CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE CLOSED TAXIWAY IN

ACCORDANCE WITH G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14

12.RESTRIPE ANY DISTURBED PAVEMENT MARKINGS IN ACCORDANCE WITH THE PAVEMENT

MARKING DETAILS ON SHEET C503

AutoCAD SHX Text C

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

DATE:

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 E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 23-0059

AutoCAD SHX Text

MCAS NEW RIVER

AutoCAD SHX Text

MAT REPAIRS

AutoCAD SHX Text

ZONE 1 EXISTING CONDITIONS

AutoCAD SHX Text 60040930

AutoCAD SHX Text N40085-23-B-0059

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-23-0059

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. PRENDERGAST, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. ORR, PE

AutoCAD SHX Text 07/31/2024

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AS3625

CALA

6''

8''

FL1-1

ASL

FL1-1

FL1

-1

1-1

FL1

-1

ASL

FL1

-1

FL1

-1

FL1-1

FL1

-1

FL1

-1

ASL

FL1

-1

FL1

-1

FL1

-1

FL1

-1

ASL

RUNWAY 05

-23

TAXIWAY FOXTROT

ASL

SWP374

SWP372

SWP373

SWP393

SWP395

SWP387

SWP375

SWP394

SWP396

SWP397

SWP398

SWP399

SWP392

SWP391

SWP390

SWP389

SWP388

15''

18''

36''

18''

48''

24''

18''

24''

30''

18''

15''36

15''

30''

18''

24''

30''

18''

'' 24''

18''

30''

18''

30''

18''

96''

36''

6''

6''6''

3''

SAS592

18"

24''

MAT 7

TAXIWAY FOX TROT

MAT 7

RUNWAY 5/

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C102

COPPER CABLE

PRI./SEC. UNDERGROUND ELEC.

ROADWAY CENTERLINE

ROADWAY

DITCH/SWALE

STORMWATER PIPE

WATER MAIN

GRAVITY SEWER

SEWER LATERAL

BUILDING

TRANSFORMER

WASTEWATER MANHOLEGATE VALVE

PUMP STATION

G GENERATOR

ELEC. MANHOLE

GATE VALVE

STORM INLET

STORMWATER MANHOLE

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS

AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND

COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH COMMERCIAL

CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL, HEALTH AND

SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND

PROCEDURES RELATED TO EHS MATTERS.

11.CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE CLOSED TAXIWAY IN

ACCORDANCE WITH G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14

12.RESTRIPE ANY DISTURBED PAVEMENT MARKINGS IN ACCORDANCE WITH THE PAVEMENT

MARKING DETAILS ON SHEET C503

AutoCAD SHX Text E

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DATE:

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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:

AutoCAD SHX Text E1

AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

AutoCAD SHX Text 23-0059

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MCAS NEW RIVER

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MAT REPAIRS

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ZONE 2 EXISTING CONDITIONS

AutoCAD SHX Text 60040931

AutoCAD SHX Text N40085-23-B-0059

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AS SHOWN

AutoCAD SHX Text 05-23-0059

AutoCAD SHX Text

M. HORNE

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M. HORNE

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T. PRENDERGAST, PE

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M. HORNE

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J. ORR, PE

AutoCAD SHX Text 07/31/2024

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GENERAL NOTES:

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LEGEND

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AutoCAD SHX Text C

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AS508

AS514 AS516

MAT 2

MAT 3

MAT 4

TAXIW

AY C

HARLIE

TAXIWAY BRAVO

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C103

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL

CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS.

11.CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE CLOSED

TAXIWAY IN ACCORDANCE WITH G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14

12.RESTRIPE ANY DISTURBED PAVEMENT MARKINGS IN ACCORDANCE WITH THE

PAVEMENT MARKING DETAILS ON SHEET C503

N 355493.4210' E 2468489.2260'

N 354668.8330' E 2468361.5200'

N 354265.7490' E 2468003.2770'

N 354366.6467' E 2467816.3668'

5 SLABS

N 354362.0294' E 2467749.2573'

3 SLABS

COMPLETE UNIT SLAB REMOVAL AND REPLACEMENT, SEE DETAIL SHEET

C-501. COORDINATES DEPICTED ARE IN NC SPC IN US FEET LOCATED AT THE

APPROXIMATE CENTER OF SLAB UNIT LOCATION FOR REFERENCE.

CONTRACTOR MUST VERIFY ACTUAL DIMENSIONS AND LOCATIONS OF

DAMAGED SLABS PRIOR TO DEMOLITION.

TYPICAL SLAB DIMENSION IS 12.5' X 15.0' WITH THE EXCEPTION OF SLABS

ALONG THE EDGE OF THE MATS

ENVIRONMENTAL NOTES

1. THIS SITE IS LOCATED WITHIN A LAND USE RESTRICTION (LUR) FOR

GROUNDWATER. ANY ENCOUNTERED GROUNDWATER WITHIN THE LUR MUST

BE CONTAINERIZED AND PROPERLY DISPOSED OF OR SAMPLED PRIOR TO

DEWATERING ACTIVITIES.

1.1. IR PROGRAM: 910-451-9641/9610

1.2. AST/UST PROGRAM: 910-451-5878

2. 3R UXO SAFETY TRAINING IS RECOMMENDED FOR ALL WORKERS

3. ALL AIRFIELD CONCRETE MUST BE REMOVED FROM THE SITE TO A PERMITTED

RCRA SUBTITLE D LANDFILL.

4. ENSURE ANY DUST EMISSIONS GENERATED BY CONSTRUCTION AND

DEMOLITION ARE APPROPRIATELY CONTROLLED.

1. DEMOLISH THE DAMAGED SLABS IDENTIFIED IN THE DRAWINGS. ALL BROKEN

UP CONCRETE MUST BE DISPOSED OF BY CONTRACTOR OFF BASE TO A

SUBTITLE D LANDFILL. SEE CROSS SECTION DEMOLITION DETAIL ON SHEET

C-501.

2. PREPARE AND COMPACT SUBGRADE PER NEW WORK CROSS SECTION DETAIL

ON SHEET C105. PREPARE ADJACENT SLABS WITH NECESSARY DOWELS IN

ACCORDANCE WITH NEW WORK DETAIL ON SHEETS C501-C503. PROVIDE ALL

PRODUCT DATA FOR DOWEL INSTALLATION TO THE GOVERNMENT FOR

APPROVAL.

3. INSTALL NEW FLEXURAL PORTLAND CEMENT CONCRETE THAT CONFORMS TO

UFGS 32 13 13.43 HIGH TEMPERATURE CONCRETE PAVING FOR AIRFIELDS

USING LIGHTWEIGHT AND TRAP ROCK AGGREGATES. PROVIDE PRODUCT DATA

TO THE GOVERNMENT FOR APPROVAL.

4. ENSURE ALL AREAS ARE CLEAN OF CONSTRUCTION DEBRIS AND RESIDUAL

CONCRETE SPLATTER IS REMOVED.

5. CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE

CLOSED TAXIWAY PER G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14.

AutoCAD SHX Text

DATE:

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 E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 23-0059

AutoCAD SHX Text

MCAS NEW RIVER

AutoCAD SHX Text

MAT REPAIRS

AutoCAD SHX Text

ZONE 1 NEW WORK

AutoCAD SHX Text 60040932

AutoCAD SHX Text N40085-23-B-0059

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-23-0059

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. PRENDERGAST, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. ORR, PE

AutoCAD SHX Text 07/31/2024

AutoCAD SHX Text

GENERAL NOTES:

NEW WORK NOTES:

CALA

MAT 7

TAXIWAY FOX TROT

MAT 7

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.

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

FINAL C104

N 352014.3780' E 2465758.7290'

N 351911.9440' E 2465655.4270'

N 351795.4451' E 2465710.9292'

N 351567.0407' E 2465927.1286'

N 351550.6773' E 2465965.7883'N 351539.1840'

E 2465710.9292'

N 351395.6892' E 2465411.8340'

5 SLABS

N 351317.8056' E 2465405.9901'

N 351286.4584' E 2465408.9691'

COMPLETE UNIT SLAB REMOVAL AND REPLACEMENT, SEE DETAIL SHEET

C-501. COORDINATES DEPICTED ARE IN NC SPC IN US FEET LOCATED AT THE

APPROXIMATE CENTER OF SLAB UNIT LOCATION FOR REFERENCE.

CONTRACTOR MUST VERIFY ACTUAL DIMENSIONS AND LOCATIONS OF

DAMAGED SLABS PRIOR TO DEMOLITION.

1. DEMOLISH THE DAMAGED SLABS IDENTIFIED IN THE DRAWINGS. ALL BROKEN

UP CONCRETE MUST BE DISPOSED OF BY CONTRACTOR OFF BASE TO A

SUBTITLE D LANDFILL. SEE CROSS SECTION DEMOLITION DETAIL ON SHEET

C-501.

2. PREPARE AND COMPACT SUBGRADE PER NEW WORK CROSS SECTION DETAIL

ON SHEET C105. PREPARE ADJACENT SLABS WITH NECESSARY DOWELS IN

ACCORDANCE WITH NEW WORK DETAIL ON SHEET C501-C503. PROVIDE ALL

PRODUCT DATA FOR DOWEL INSTALLATION TO THE GOVERNMENT FOR

APPROVAL.

3. INSTALL NEW FLEXURAL PORTLAND CEMENT CONCRETE THAT CONFORMS TO

UFGS 32 13 13.43 HIGH TEMPERATURE CONCRETE PAVING FOR AIRFIELDS

USING LIGHTWEIGHT AND TRAP ROCK AGGREGATES. PROVIDE PRODUCT DATA

TO THE GOVERNMENT FOR APPROVAL.

4. ENSURE ALL AREAS ARE CLEAN OF CONSTRUCTION DEBRIS AND RESIDUAL

CONCRETE SPLATTER IS REMOVED.

5. CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE

CLOSED TAXIWAY PER G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14.

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND

DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL CABLING WITH

COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL

CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,

HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS.

11.CONTRACTOR MUST PROVIDE A TEMPORARY TAXIWAY TO BYPASS THE CLOSED

TAXIWAY IN ACCORDANCE WITH G-100, GENERAL AIRFIELD WORK NOTES, NOTE 14

12.RESTRIPE ANY DISTURBED PAVEMENT MARKINGS IN ACCORDANCE WITH THE

PAVEMENT MARKING DETAILS ON SHEET C503

TYPICAL SLAB DIMENSION IS 12.5' X 15.0' WITH THE EXCEPTION OF SLABS

ALONG THE EDGE OF THE MATS

ENVIRONMENTAL NOTES

1. THIS SITE IS LOCATED WITHIN A LAND USE RESTRICTION (LUR) FOR

GROUNDWATER. ANY ENCOUNTERED GROUNDWATER WITHIN THE LUR MUST

BE CONTAINERIZED AND PROPERLY DISPOSED OF OR SAMPLED PRIOR TO

DEWATERING ACTIVITIES.

1.1. IR PROGRAM: 910-451-9641/9610

1.2. AST/UST PROGRAM: 910-451-5878

2. 3R UXO SAFETY TRAINING IS RECOMMENDED FOR ALL WORKERS

3. ALL AIRFIELD CONCRETE MUST BE REMOVED FROM THE SITE TO A PERMITTED

RCRA SUBTITLE D LANDFILL.

4. ENSURE ANY DUST EMISSIONS GENERATED BY CONSTRUCTION AND

DEMOLITION ARE APPROPRIATELY CONTROLLED.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGN DIR.

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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 E1

AutoCAD SHX Text 80091

AutoCAD SHX Text

CODE IDENT NO.

AutoCAD SHX Text

PWO DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text 23-0059

AutoCAD SHX Text

MCAS NEW RIVER

AutoCAD SHX Text

MAT REPAIRS

AutoCAD SHX Text

ZONE 2 NEW WORK

AutoCAD SHX Text 60040933

AutoCAD SHX Text N40085-23-B-0059

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-23-0059

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

T. PRENDERGAST, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. ORR, PE

AutoCAD SHX Text 07/31/2024

AutoCAD SHX Text

GENERAL NOTES:

NEW WORK NOTES:

LONGITUDINAL/TRAVERSE CONSTRUCTION JOINT

TRAVERSE/LONGITUDINAL JOINT SEALANT

DOWELED TRAVERSE CONTRACTION JOINT

GENERAL JOINTING NOTES:

1. LONGITUDINAL JOINTS ARE THOSE JOINTS CONSTRUCTED PARALLEL TO THE ALIGNMENT.

2. TRAVERSE JOINTS SHALL BE JOINTS THAT ARE CONSTRUCTED PERPENDICULAR TO THE ALIGNMENT.

3. LONGITUDINAL AND TRAVERSE CONSTRUCTION JOINTS SHALL NOT REQUIRE AN INITIAL SAWCUT.

4. TRAVERSE CONSTRUCTION JOINTS SHALL BE USED ONLY AS APPROVED BY THE CONTRACTING OFFICER.

DOWEL BAR INSTALLATION NOTES:

1. DOWEL BARS FOR CONSTRUCTION JOINTS AT EXISTING PAVEMENT EDGES SHALL BE DRILLED AND BONDED IN PLACE.

2. DRILLING METHODS SHALL BE CAPABLE OF MAINTAINING DRILL HOLES PARALLEL WITH THE CONCRETE SURFACE AND

NORMAL TO THE JOINT LINE WITHIN A 14" TOLERANCE.

3. LAYOUT DOWEL SPACING WITHIN A 1 INCH HORIZONTAL TOLERANCE.

4. DRILL DOWEL HOLE 14" LARGER THAN THE DOWEL O.D.

5. REMOVE ALL DUST, CONCRETE, AND DEBRIS FROM THE DRILL HOLE PRIOR TO BAR INSTALLATION.

6. EPOXY SHALL BE PLACED ON THE DOWEL AND IN THE BACK OF THE DOWEL HOLE SUCH THAT A SLIGHT AMOUNT OF EPOXY WITH BE DISPLACED FROM THE HOLE DURING DOWEL INSTALLATION. TWIST BAR AND

PROPERLY SEAT BAR TO REMOVE ALL TRAPPED AIR.

DOWEL BAR ASSEMBLY NOTES:

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

File details come from the government source that posted it. Updated Aug 7, 2024.