N4008525B0073 Dwgs.pdf

4 MB Posted

Attached to
Repair Culvert on Perimeter Road
Solicitation number
N4008525R9017
Issued by

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Written by GovTribe AI ·

These are design and construction drawings for a culvert repair project at Marine Corps Base Camp Lejeune, North Carolina. The project (Contract No. 25-0073) involves repairing a culvert on Perimeter Road, specifically including: removing the existing 30" reinforced concrete pipe (RCP), endwall, and mitered end section; installing approximately 60 linear feet of new 36" RCP; installing new NC DOT standard endwalls with debris screens; and restoring the road surface with asphalt patching. The drawings provide detailed specifications for pipe installation, including requirements for engineered fill, compaction, concrete work, and site restoration. Key technical details include pipe placement guidelines, concrete endwall dimensions, and precise installation instructions for the ATFP (Anti-Terrorism/Force Protection) grate and road surface reconstruction.

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Other files

File Type Posted
Amend 0001 N40085-25-R-9017 Repair Culvert on Perimeter Road.pdf PDF
RFP 25-0073 Repair Culvert on Perimeter Road.pdf PDF
25-0073 Scope of Work.pdf PDF
N4008525B0073 Specs.pdf PDF

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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.

(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.

FINAL G001

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042205

LANDFILL

ROICC OFFICE

BLDG 1005

VICINITY MAP - CAMP LEJEUNE, N.C.

C I

T N

A L

T A

NEUSE

NEW RIVER

Swansboro

US 17

4 & Bolton

Delco Acme

Leland Wilmington

Scott Hill

Hampstead

US

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

O

Morehead City Beaufort

Otway

CHERRY POINT

RIVER

GRAPHIC SCALE IN MILES

NC 24

25-0073

PERIMETER ROAD

REPAIR CULVERT ON

201010

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VICINITY AND LOCATION PLAN

AutoCAD SHX Text N40085-25-B-0073

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AS SHOWN

AutoCAD SHX Text 05-25-0073

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M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, 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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RD

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CURTIS

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FRENCH

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CREEK

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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 HIGH WATER +1.10

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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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CHADWICK

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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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AREA

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MAGAZINE

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HADNOT

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INDUSTRIAL

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PARADISE

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RIFLE

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AMPHIBIAN

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BASE

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ENGINEER

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OUTPOST

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BERKELEY

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MANOR

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WATKINS

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CAMP

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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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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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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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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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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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CONDOR

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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 60042205

AutoCAD SHX Text G001

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VICINITY AND LOCATION PLAN

AutoCAD SHX Text C101

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EXISTING CONDITIONS

AutoCAD SHX Text C102

AutoCAD SHX Text C501

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AutoCAD SHX Text C503

AutoCAD SHX Text C100

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SITE LOCATION MAP

AutoCAD SHX Text 60042206

AutoCAD SHX Text 60042207

AutoCAD SHX Text 60042208

AutoCAD SHX Text 60042209

AutoCAD SHX Text 60042210

AutoCAD SHX Text 60042211

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SITE PLAN

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PIPE INSTALLATION DETAILS

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CONCRETE ENDWALL DETAILS

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SITE DETAILS

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SITE

AS2822

AS3534

SAS2849

AS2800

SAS2813

SAS2840

PE

R

IM

ET

ER

R

D

W O

LD

P

ER

IM

ET

ER

R D

15''

18''

36'' 30''

''18

AS890

PE

R

IM

ET

ER

R

D

NEW RIVER

PER

IM

ETER

R

D

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.

(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.

FINAL C100

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042206

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..

PROJECT LOCATION

C101 C102

MONUMENT

MONUMENT

LEGEND

G S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

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NR-12

AutoCAD SHX Text 23.6656

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BENCHMARK

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RUNWAY

AutoCAD SHX Text 21.2533

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BENCHMARK

AutoCAD SHX Text N349158.0708

AutoCAD SHX Text E2459496.1828

AutoCAD SHX Text N348590.8575

AutoCAD SHX Text E2469783.8311

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SITE LOCATION MAP

AutoCAD SHX Text N40085-25-B-0073

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-25-0073

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, PE

AutoCAD SHX Text 7/17/2025

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GENERAL NOTES:

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( IN FEET )

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GRAPHIC SCALE

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WALL

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ROADWAY CENTERLINE

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OVERHEAD ELECTRIC

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UNDERGROUND ELECTRIC

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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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SS

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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 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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BUILDING

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ST

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WASTEWATER FORCE MAIN

SWITCH

36'' 30''

30''

STANDARD NC DOT

ENDWALL W/ DEBRIS SCREEN

TOP OF ENDWALL: 16.75'

INV. IN: 13.25'

MITERED END SECTION

ATFP SECURITY BAR

INV. OUT: 11.00'

PER

IM

ETER

R

D

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.

(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.

FINAL C101

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042207

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

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EXISTING CONDITIONS

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AS SHOWN

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M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, PE

AutoCAD SHX Text 7/17/2025

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GENERAL NOTES:

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( IN FEET )

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WALL

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ROADWAY CENTERLINE

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OVERHEAD ELECTRIC

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UNDERGROUND ELECTRIC

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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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SS

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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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ST

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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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WASTEWATER FORCE MAIN

SWITCH

36'' 30''

PER

IM

ETER

R

D

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.

(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.

FINAL C102

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042208

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..

A

B C

B

1. TEMPORARILY REROUTE THE AIRFIELD FENCE TO ALLOW SPACE FOR CULVERT

REPAIR AND EXCAVATION OPERATIONS. THE REROUTED FENCE SHALL BE

SQUARED OUT FROM THE ORIGINAL ALIGNMENT TO PROVIDE ADEQUATE

CLEARANCE WHILE MAINTAINING CONTINUOUS FLIGHTLINE SECURITY.

COORDINATE LAYOUT AND ACCESS CONTROL WITH ROICC. REPLACE THE

FENCE IN ITS ORIGINAL ALIGNMENT UPON COMPLETION OF WORK.

2. SAWCUT AND REMOVE THE EXISTING ASPHALT, STONE BASE, AND SUBGRADE

AS NEEDED TO ACCESS EXISTING PIPE FOR DEMOLITION. DISPOSAL OF ALL

MATERIAL SHALL BE DONE OFF BASE.

3. REMOVE AND DISPOSE OF THE EXISTING 30" REINFORCED CONCRETE PIPE

(RCP), ENDWALL, AND MITERED END SECTION. DISPOSAL OF ALL MATERIAL

SHALL BE DONE OFF BASE.

4. CONTRACTOR SHALL PROVIDE AND INSTALL APPROX. 60LF OF 36" RCP WHERE

SHOWN. INSTALL THE PIPE PER THE DETAIL ON SHEET C501.

5. CONTRACTOR SHALL PROVIDE AND INSTALL THE NC DOT STANDARD

ENDWALLS AS SHOWN. SEE DETAIL ON SHEET C502.

6. INSTALL THE ATFP SCREENS ON THE ENDWALLS PER DETAIL "A" ON SHEET

C503.

7. CONTRACTOR SHALL BACKFILL AS NEEDED WITH ENGINEERED FILL. COMPACT

IN 6" LIFTS TO A MINIMUM DRY DENSITY OF 98% OF THE MAXIMUM DRY DENSITY

AS DETERMINED BY A MODIFIED PROCTOR (ASTM D1557).

8. CONTRACTOR SHALL PATCH THE ASPHALT PER DETAIL "B" ON SHEET C503.

EXTEND NEW ASPHALT 2 FEET BEYOND THE TRENCH CUT ON BOTH SIDES TO

PROVIDE SHEDDING AND REDUCE JOINT CRACKING.

9. COMPACT ABC STONE IN 6" LIFTS TO A MINIMUM DRY DENSITY OF 98% OF THE

MAXIMUM DRY DENSITY AS DETERMINED BY A MODIFIED PROCTOR (ASTM

D1557). COMPACT THE ASPHALT TO 92% OF MAXIMUM DENSITY IN

ACCORDANCE WITH ASTM D2950.

10.PROVIDE ALL PRODUCT DATA AND SHOP DRAWINGS FOR THE PIPE, ENDWALLS,

ENGINEERED FILL, ABC STONE, ASPHALT, AND ATFP GRATE TO THE

GOVERNMENT FOR REVIEW AND APPROVAL.

11. ALL DENSITY TESTS MUST BE PERFORMED BY AN INDEPENDENT THIRD-PARTY

TESTING AGENCY FURNISHED BY THE CONTRACTOR. ALL TEST REPORTS

MUST BE SUBMITTED TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

A. NEW 36" CLASS V RCP

B. NEW CONCRETE ENDWALL

C. NEW ATFP GRATE

LEGEND

1. THE CONTRACTOR SHALL SET UP A SAFE WORK ZONE IN ACCORDANCE WITH

NCDOT AND MUTCD GUIDANCE FOR TRAFFIC CONTROL. UTILIZE PROPER

SIGNAGE AND BARRICADES WITH RETROREFLECTIVE MARKINGS FOR

VISIBILITY.

2. ALL CHANGES IN TRAFFIC FLOW REQUIRES A NOTIFICATION AND

PRE-APPROVAL THROUGH CAMP LEJEUNE PUBLIC WORKS TRANSPORTATION

DIVISION AND BASE SAFETY.

3. DUE TO THE PERIODIC ROAD CLOSURE TO THE WEST OF THE SITE ON

PERIMETER ROAD FOR SUPPORT OF CALA OPERATIONS, CONTRACTOR SHALL

PROVIDE A TEMPORARY GRAVEL DETOUR ROAD IF MAINTAINING MINIMUM

ONE-LANE TRAFFIC IS NOT FEASIBLE DURING CULVERT INSTALLATION. THE

DETOUR SHALL MEET APPLICABLE NCDOT AND MUTCD STANDARDS FOR

TEMPORARY TRAFFIC CONTROL AND BE COORDINATED WITH THE ROICC AND

CAMP LEJEUNE PUBLIC WORKS TRANSPORTATION DIVISION FOR APPROVAL

PRIOR TO IMPLEMENTATION.

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SITE PLAN

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AS SHOWN

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M. HORNE

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M. HORNE

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J. REED, PE

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M. HORNE

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J. REED, PE

AutoCAD SHX Text 7/17/2025

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GENERAL NOTES:

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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NEW WORK NOTES:

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KEYNOTES:

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WALL

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ROADWAY CENTERLINE

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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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ROADS/DRIVEWAY/PARKING

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AIRFIELD SURFACE

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BUILDING

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STORMWATER DITCH/SWALE

TRAFFIC CONTROL NOTES:

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.

(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.

FINAL C501

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042209

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..

AutoCAD SHX Text

PIPE INSTALLATION DETAILS

AutoCAD SHX Text N40085-25-B-0073

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-25-0073

AutoCAD SHX Text

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M. HORNE

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M. HORNE

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J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text 7/17/2025

GENERAL NOTES:

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.

(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.

FINAL C502

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042210

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..

AutoCAD SHX Text

CONCRETE ENDWALL DETAILS

AutoCAD SHX Text N40085-25-B-0073

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-25-0073

AutoCAD SHX Text

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M. HORNE

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M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

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J. REED, PE

AutoCAD SHX Text 7/17/2025

GENERAL NOTES:

4'-3 38"

2"

DIA. 34"

3 38"

3"

1 12"

8"

6" (TYP)

4'-6"

8"

2" 1"

1"

2-38"

2-38"

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.

(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.

FINAL C503

25-0073

REPAIR CULVERT ON

PERIMETER ROAD

60042211

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..

2" S9.5C ASPHALT SURFACE COURSE

3" I19.0C INTERMEDIATE

ASPHALT COURSE

TACK COAT

8" COMPACTED

ABC STONE

COMPACTED

ENGINEERED FILL

1. GRATE IS TO BE FABRICATED FROM GALVANIZED STEEL WITH MINIMUM ASTM A123

HOT-DIP GALVANIZING AFTER FABRICATION.

2. MINIMUM THICKNESS OF 38" FOR ALL MATERIAL

3. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH, AND COATED TO PREVENT

CORROSION.

4. TO BE FIELD BOLTED OR CAST IN PLACE STEEL EMBEDS OR CHEMICAL ANCHORS RATED

FOR DYNAMIC AND STATIC LOADING PER ACI 318.

5. ANCHORS SHALL BE STAINLESS STEEL, MINIMUM 58" DIAMETER, HILTI OR APPROVED

EQUAL, MINIMUM EMBEDMENT OF 4". TORQUE PER MANUFACTURE SPECIFICATIONS.

6. FASTENERS SHOULD BE TAMPER-PROOF

AutoCAD SHX Text

SITE DETAILS

AutoCAD SHX Text N40085-25-B-0073

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-25-0073

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text

M. HORNE

AutoCAD SHX Text

J. REED, PE

AutoCAD SHX Text 7/17/2025

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text A

AutoCAD SHX Text B

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ATFP GRATE DETAIL

AutoCAD SHX Text N.T.S.

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ASPHALT PATCH DETAIL

AutoCAD SHX Text N.T.S.

NOTES:

25-0073 Repair Culvert on Perimeter Road-G001
Sheets and Views
G001
25-0073 Repair Culvert on Perimeter Road-C100
Sheets and Views
25-0073 Repair Culvert on Perimeter Road-C100
25-0073 Repair Culvert on Perimeter Road-C101
Sheets and Views
25-0073 Repair Culvert on Perimeter Road-C101
25-0073 Repair Culvert on Perimeter Road-C102
Sheets and Views
25-0073 Repair Culvert on Perimeter Road-C102
25-0073 Repair Culvert on Perimeter Road-C501
Sheets and Views
25-0073 Repair Culvert on Perimeter Road-C501
25-0073 Repair Culvert on Perimeter Road-C502
Sheets and Views
25-0073 Repair Culvert on Perimeter Road-C502
25-0073 Repair Culvert on Perimeter Road-C503
Sheets and Views
25-0073 Repair Culvert on Perimeter Road-C503
25-0073 Repair Culvert on Perimeter Road-C503.pdf
Sheets and Views
C503
25-0073 Repair Culvert on Perimeter Road-C102.pdf
Sheets and Views
C102

File details come from the government source that posted it. Updated .