N4008526B0003 Dwgs_Signed.pdf

PDF 1 MB Posted Jul 9, 2026

Attached to: Building 1005 Water Line Repairs
Solicitation number: N4008526R9051
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 9, 2026

This document is a final construction drawing set for water line repairs at Building 1005, Marine Corps Base Camp Lejeune, North Carolina, prepared by the Department of the Navy Naval Facilities Engineering Command.

The project involves removing existing 8-inch water pipe and installing new 8-inch C900 water pipe to connect a valve in front of Building 1005 to a valve on the west side of Ash Street at Building 1106. The new pipe shall utilize push-on restrained joints with mechanical joint fittings that are double restrained, and all fittings must be ductile iron conforming to AWWA C153 or C110 standards with cement-mortar lining per AWWA C104. The work requires minimum 36-inch cover with 57 stone pipe bedding compacted to 90% Modified Proctor in non-paved areas and 95% under paved areas, with all compaction tests provided to the government for approval. The existing water line must remain in service until the new line is installed, tested, disinfected, and approved; the new line requires hydrostatic pressure testing to a minimum of 150 PSI. Additional requirements include repair of disturbed sidewalks and walkways, construction of concrete headwalls on both sides of the steam tunnel where the pipe passes through, repair of any disturbed or damaged storm drain, and provision of all product data for materials. All outages must occur over weekends or outside normal business hours to minimize customer impacts, and the contractor is responsible for locating all underground utilities, field verification of measurements, protection of existing utilities, coordination with the Resident Officer in Charge of Construction, site cleanup, and all environmental, health, and safety compliance.

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Other files

File	Type	Posted
Amendment 1 260003.pdf	PDF	Aug 6, 2026
26-0003 DM dated 1.7.2026.pdf	PDF	Jul 9, 2026
RFP 1005 Water Line Repairs.pdf	PDF	Jul 9, 2026
26-0003 SOW.pdf	PDF	Jul 9, 2026
N4008526B0003 Specs.pdf	PDF	Jul 9, 2026

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DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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 G001

26-0003

BUILDING 1005

WATER LINE REPAIRS

60042566

LANDFILL

ROICC OFFICE

BLDG 1005

VICINITY MAP - CAMP LEJEUNE, N.C.

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

26-0003

WATER LINE REPAIRS

BUILDING 1005

201010

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VICINITY AND LOCATION PLAN

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AS SHOWN

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M. HORNE

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M. HORNE

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C. MAAS, PE

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M. HORNE

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C. MAAS, 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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HIGH HILL RD

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COSTON RD

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CC RD

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SHEPARD

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OCEAN DRIVE

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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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LEJEUNE RAILROAD

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CAMP

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SETH

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WALLACE

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WILSON

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BAY

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CHADWICK

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COVE

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BEAR

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BEAR

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STONE

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MILL

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MUDDY

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TOWN

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TERRACE

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MONTFORD

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LANDING RD

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PARK

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NAVAL

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HOSPITAL

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FRENCH

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MAGAZINE

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HADNOT

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INDUSTRIAL

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AREA

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PARADISE

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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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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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DRAWING INDEX

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NAVFAC DWG NO.

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TITLE

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SHEET NO.

AutoCAD SHX Text 60042566

AutoCAD SHX Text G001

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VICINITY AND LOCATION PLAN

AutoCAD SHX Text C101

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SITE WORK

AutoCAD SHX Text C100

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EXISTING CONDITIONS

AutoCAD SHX Text 60042567

AutoCAD SHX Text 60042568

AutoCAD SHX Text

SITE

ASH ST

4''

6''

2''

4''

8''

4''

8''

4''

8''

6''

8''

12''

4''

6''

4'' 4''

4''

30''

12''

''18''

30''

18''

12''

30''

18''

15''18''

MICHAEL R

8''

DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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

26-0003

BUILDING 1005

WATER LINE REPAIRS

60042567

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

BASE CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH

RESIDENT OFFICER IN CHARGE OF CONSTRUCTION (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..

LEGEND

G S

Christopher Maas 18-Jun-2026

AutoCAD SHX Text

AutoCAD SHX Text C

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EXISTING CONDITIONS

AutoCAD SHX Text N40085-26-B-0003

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-26-0003

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

C. MAAS, PE

AutoCAD SHX Text

M. HORNE

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C. MAAS, PE

AutoCAD SHX Text 3/31/2026

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GENERAL NOTES:

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WALL

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ROADWAY CENTERLINE

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OVERHEAD ELECTRIC

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UNDERGROUND ELECTRIC

AutoCAD SHX Text E

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WATER MAIN LINE

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FIBER OPTIC

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ELECTRICAL MANHOLE

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CIRCUIT BREAKER

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COMMUNICATIONS SPLICE

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AutoCAD SHX Text M

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TELECOMMUNICATIONS

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RISER

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WATER SERVICE LINE

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WATER FIRE PROTECTION LINE

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GLOBE VALVE

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GATE VALVE

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ELECTRICAL DISCONNECT

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SINGLE PHASE TRANSFORMER

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FUSE CUTOUT

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ELECTRIC METER

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TRANSFORMER PAD

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STORMWATER PIPE

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STORMWATER MANHOLE

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STORMWATER INLET

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STORMWATER HEADWALL

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FENCE

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COMMUNICATION MANHOLE

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FIRE HYDRANT

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WASTEWATER GRAVITY MAIN

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SANITARY SEWER MANHOLE

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ROADS/DRIVEWAY/PARKING

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AIRFIELD SURFACE

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BUILDING

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GENERATOR

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CONDENSATION LINE

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STEAM LINE

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STEAM PIT

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STORMWATER DITCH/SWALE

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WASTEWATER FORCE MAIN

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SWITCH

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PUMP STATION

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( IN FEET )

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GRAPHIC SCALE

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ASH ST

4''

6''

2''

4''

8''

4''

8''

4''

8''

6''

8''

MICHAEL R

8''

DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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

26-0003

BUILDING 1005

WATER LINE REPAIRS

60042568

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 BASE CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH RESIDENT OFFICER IN CHARGE

OF CONSTRUCTION (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..

1. REMOVE ALL EXISTING 8" WATER PIPE WHERE OPEN CUT IS ALLOWED AS

NOTED. THE SEGMENT BENEATH ASH STREET IS TO BE ABANDONED IN PLACE,

GROUTED, AND CAPPED SO NOT TO DISTURB THE EXISTING ASPHALT AND

CURBING.

2. PROVIDE AND INSTALL NEW 8" C900 WATER PIPE IN PLACE OF THE OLD WATER

PIPE AS IT IS REMOVED. CONNECT NEW WATER PIPE TO VALVE LOCATED IN

FRONT OF BUILDING 1005 TO THE VALVE LOCATED ON THE WEST SIDE OF ASH

STREET AT BUILDING 1106.

3. PIPE JOINTS SHALL BE PUSH-ON RESTRAINED JOINTS. MECHANICAL JOINT

FITTINGS SHALL BE DOUBLE RESTRAINED. PROVIDE CONCRETE THRUST

BLOCKS AT ALL FITTINGS AND VALVES IN ACCORDANCE WITH THE DETAIL ON

THIS SHEET.

4. ALL FITTINGS SHALL BE DUCTILE IRON, CONFORMING OT AWWA C153 OR C110

CEMENT-MORTAR LINED PER AWWA C104.

5. PROVIDE MINIMUM 36" COVER UNLESS OTHERWISE SPECIFIED.

6. PROVIDE 57 STONE PIPE BEDDING. ALL FILL PLACED SHALL BE COMPACTED IN

6" LIFTS COMPACTED TO 90% MODIFIED PROCTOR IN NON-PAVED AND 95%

UNDER SIDEWALKS OR OTHER PAVED AREAS. PROVIDE ALL COMPACTION

TESTS TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

7. EXISTING WATER LINE SHALL REMAIN IN SERVICE UNTIL NEW LINE IS

INSTALLED, TESTED, DISINFECTED, AND APPROVED. CHLORINATION,

FLUSHING, AND BACTERIOLOGICAL TESTING IS REQUIRED. PROVIDE ALL TEST

RESULTS TO GOVERNMENT FOR REVIEW AND APPROVAL PRIOR TO PLACING

LINE INTO SERVICE.

8. NEW WATER LINE SHALL BE HYDROSTATICALLY PRESSURE TESTED TO

MINIMUM 150 PSI.

9. ANY SIDEWALKS OR WALKWAYS DISTURBED DURING CONSTRUCTION MUST BE

REPAIRED, TO INCLUDE THE TOP OF THE EXISTING STEAM TUNNEL THAT IS

USED AS A SIDEWALK.

10.CONCRETE HEADWALLS MUST BE CONSTRUCTED ON BOTH SIDES OF THE

STEAM TUNNEL WHERE NEW WATER PIPE IS INSTALLED THROUGH IT. DRILL

AND INSTALL PINS 12" IN LENGTH WITH #5 REBAR 12" O.C. AND CONNECT TO

EXISTING WALLS. FLUSH HOLES WITH WATER, SET PINS IN EPOXY ADHESIVE,

AND COAT EXTENDED PINS WITH METAL PRIMER.

11. ANY PORTION OF STORM DRAIN THAT IS DISTURBED OR DAMAGED DURING

CONSTRUCTION MUST BE REPAIRED.

12.PROVIDE ALL PRODUCT DATA FOR PIPE, JOINTS, AND FITTINGS TO THE

GOVERNMENT FOR REVIEW AND APPROVAL.

ALL OUTAGES MUST OCCUR OVER A WEEKEND OR

OUTSIDE OF WORKING HOURS TO MINIMIZE CUSTOMER IMPACTS

Christopher Maas 18-Jun-2026

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SITE WORK

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AS SHOWN

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M. HORNE

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M. HORNE

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C. MAAS, PE

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M. HORNE

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C. MAAS, PE

AutoCAD SHX Text 3/31/2026

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GENERAL NOTES:

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NEW WORK KEYNOTES:

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CONNECT NEW 8" C900 PIPE TO EXISTING VALVE

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TERMINATE OPEN CUT AND DEMOLITION OF EXISTING 8" WATER MAIN

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CONTINUE INSTALLATION OF NEW C900 PIPE UNDER EXISTING ROAD

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DEMOLISH EXISTING 8" WATER MAIN

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PROVIDE AND INSTALL NEW 8" C900 PIPE IN ITS PLACE.

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BY BORING UNDERNEATH THE ROADWAY. ABANDON OLD PIPE

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BENEATH THE ROAD BY CAPPING AND GROUTING.

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NEW WORK NOTES:

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NEW 8" C900 BORED UNDERNEATH ROADWAY. PROVIDE 16" CASING

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SECTION TO BE ABANDONED IN PLACE, GROUTED AND CAPPED.

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WITH MINIMUM WALL THICKNESS OF 0.375" GRADE 2 OR 3.

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CARRY PIPE SHALL BE CENTERED USING NON-METALLIC SPACERS.

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PROVIDE THRUST BLOCKING AT ALL FITTINGS AND VALVES

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IN ACCORDANCE WITH THIS DETAIL.

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NOTE:

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BEND

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THRUST BLOCK DIMENSION D (IN FEET)

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TEES &

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NOM.

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ENDS

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DEAD

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DIA.

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PIPE

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BEND

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BEND

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BEND

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%%UELEVATION

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%%UFOR BENDS

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D/2 (MIN)

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%%UPLAN

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%%UELEVATION

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%%UFOR TEES

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EARTH

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UNDISTURBED

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D/2 (MIN)

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%%UPLAN

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D/2 (MIN)

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D (MIN)

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UNDISTURBED

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EARTH

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D/2 (MIN)

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D (MIN)

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D (MIN)

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THRUST BLOCKING DETAIL

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( IN FEET )

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GRAPHIC SCALE

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26-0003 Building 1005 Water Line Repairs-G001

Sheets and Views

26-0003 Building 1005 Water Line Repairs-G001

26-0003 Building 1005 Water Line Repairs-C100

Sheets and Views

26-0003 Building 1005 Water Line Repairs-C100

26-0003 Building 1005 Water Line Repairs-C101

Sheets and Views

26-0003 Building 1005 Water Line Repairs-C101

	2026-06-18T10:49:10-0400
MAAS.CHRISTOPHER.JETT.1588040727

File details come from the government source that posted it. Updated Jul 9, 2026.