20-0061 Revised_Dwgs.pdf
PDF 13 MB Posted
- Attached to
- REPAIR WASHOUT ON RIFLE RANGE ROAD
- Solicitation number
- N4008526R9074
About this file
This document is a set of construction drawings and specifications for a repair project at Marine Corps Base Camp Lejeune, North Carolina. The project, identified as Contract 20-0061, involves repairing a washout on Rifle Range Road. The drawings include site location maps, utility routing plans, pavement markings details, guardrail and curb specifications, asphalt cross-sections, and double gate installation details. The project requires contractors to locate and protect all underground utilities, including telecommunications and commercial cabling, with notification to base telephone 30 days prior to ground-disturbing activities. All utility work must comply with applicable state and base codes, and contractors are responsible for environmental, health, and safety compliance.
Key construction requirements include demolishing and removing existing turn lanes, asphalt, and stone base; regrading remaining backfill to specification; installing new curb and gutter; applying hot-applied thermoplastic pavement markings per NCDOT specifications and MUTCD standards at temperatures of at least 50 degrees Fahrenheit; and installing new guardrails and double gates with high-visibility yellow paint and reflective tape. The asphalt pavement structure specifies 2 inches of surface mix, a tack coat, 3 inches of intermediate mix, 8 inches of compacted ABC stone at 98 percent modified Proctor density, and stable soil compacted to 95 percent modified Proctor density to a depth of 9 inches below subgrade. All disturbed areas must be sodded upon completion, the jobsite must be kept clear of debris and trash, and all contractors must coordinate activities with the contracting officer. The document includes disclosure of information requirements restricting release of unclassified contract information without prior written approval from the contracting officer, with a 45-day advance notice requirement for any requested releases.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amend 0002.pdf | ||
| Amend 0001.pdf | ||
| N4008520B0061 Specs_Signed.pdf | ||
| 20-0061 Repair Washout on Rifle Range Road - V2.pdf | ||
| RFP_20-0061.pdf | ||
| 20-0061 SOW.pdf |
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Text version
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.
REVISED FINAL G001
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044643
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
20-0061
ON RIFLE RANGE ROAD
REPAIR WASHOUT
10 10 20
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VICINITY AND LOCATION PLAN
AutoCAD SHX Text N40085-20-B-0061
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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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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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RANGE RD
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CURTIS
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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 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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SETH
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WALLACE
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WILSON
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TRAPS
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BAY
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CHADWICK
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AREA
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RANGE
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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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GEIGER
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AIR STATION
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BROWNS
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WILLI
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AMS
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COURSE
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( IN FEET )
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CREEK
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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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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 60044643
AutoCAD SHX Text G001
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VICINITY AND LOCATION PLAN
AutoCAD SHX Text C101
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DEMO PLAN
AutoCAD SHX Text C102
AutoCAD SHX Text C103
AutoCAD SHX Text C501
AutoCAD SHX Text C502
AutoCAD SHX Text C100
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EXISTING CONDITIONS
AutoCAD SHX Text 60044644
AutoCAD SHX Text 60044645
AutoCAD SHX Text 60044646
AutoCAD SHX Text 60044647
AutoCAD SHX Text 60044648
AutoCAD SHX Text 60044649
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SITE PLAN - PIPE CROSSING
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SITE PLAN - INTERSECTION
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GUARDRAIL & CURBING DETAILS
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GUARDRAIL & ASPHALT DETAILS
AutoCAD SHX Text C503
AutoCAD SHX Text 60044650
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GATE DETAILS
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SITE
RR425
RR463
RR462
RR155
RR420
SRR163
ST
O
N E
BA
Y
AV
E
TANK FARM CONNECTOR RD
O
LD
R
IFLE R
AN
G
E R D
6''
6''
6'
8'
6''
6''
6''
6'
6''
6'
6'
6''
6''
6'
6''
6''
6''
6'
8''
3'
8''
1''
12''
8''
6''
2''
2''
2''
8'' 6''
2''
6''2''
6''
2''
8''
10-60-8
10-51-8
10-52-8
10-70-8
10-71-8
10-72-8
10-55-12
10-53-12
10-54-12
SRR420D
RR155
RR03
RR02
RR04
RR05
RR07
RR08
10''
2''
2''
8''
8''
8'
8''
4''
4''
4'
4''
4''
4''
4''
4'
4''
12''
18''
G
RR110-7
RR110-6
RR110-5
RR110-4
MHRR111-3
MHRR111-2
MHRR110-3
MHRR110-2
MHRR110-3-2
MHRR110-3-1
SRR426
STONE BAY AVE
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.
REVISED FINAL C100
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044644
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH
ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO
DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND
BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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
SITE LIMITS
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EXISTING CONDITIONS
AutoCAD SHX Text N40085-20-B-0061
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AS SHOWN
AutoCAD SHX Text 05-20-0061
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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 7/30/2026
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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
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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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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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STORMWATER DITCH/SWALE
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WASTEWATER FORCE MAIN
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SWITCH
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MONITORING WELL
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TO NC HWY 210
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AutoCAD SHX Text
AutoCAD SHX Text
O
LD
R
IFLE R
AN
G
E R D
12''
LEGEND
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.
REVISED FINAL C101
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044645
A
B
B
C
D
D
1.
2.
3.
4.
5.
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH
ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO
DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND
BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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
GENERAL NOTES:
AutoCAD SHX Text
DEMO KEYNOTES:
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text
WALL
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text D
AutoCAD SHX Text
STORMWATER PIPE
AutoCAD SHX Text
STORMWATER MANHOLE
AutoCAD SHX Text
STORMWATER INLET
AutoCAD SHX Text
STORMWATER HEADWALL
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
ROADS/DRIVEWAY/PARKING
AutoCAD SHX Text
AIRFIELD SURFACE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
STORMWATER DITCH/SWALE
AutoCAD SHX Text
DEMO PLAN
AutoCAD SHX Text N40085-20-B-0061
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-20-0061
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text 7/30/2026
AutoCAD SHX Text DEMOLISH AND REMOVE EXISTING TURN LANES ALL THE WAY TO THE INTERSECTION. REMOVE ALL ASPHALT AND STONE BASE. BACKFILL WITH SELECT FILL IN 6" LIFTS UP TO 4" BELOW FINISH GRADE. REMAINING BACKFILL WILL BE 4" OF TOPSOIL TO FINISH GRADE. SOD ALL DISTURBED AREAS WITH CENTIPEDE SOD.
AutoCAD SHX Text REMOVE EXISTING RIP RAP AND FABRIC. THE EXISTING RIP RAP MAY BE REUSED FOR STABILIZATION LATER WHERE REQUIRED.
AutoCAD SHX Text
DEMOLISH AND REMOVE EXISTING GUARD RAIL AND POSTS.
AutoCAD SHX Text
DEMOLISH AND REMOVE EXISTING CONCRETE CURB AND GUTTER
AutoCAD SHX Text D
AutoCAD SHX Text
ADDITIONAL DEMO NOTES:
AutoCAD SHX Text REMOVE ALL TREES, BUSHES, AND OTHER UNWANTED VEGETATION THAT HAS GROWN ON THE SIDE SLOPES AND RIP RAP AREAS. ALL DEBRIS MUST BE REMOVED AND DISPOSED OF OFF BASE. ENSURE NOT TO CAUSE ANY DAMAGE TO THE REMAINING TRAVEL LANES, REMAINING GUARD RAIL, OR REMAINING SIDE SLOPES CONTRACTOR MUST PROVIDE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES FOR ALL DISTURBED AREAS TO PREVENT SEDIMENT DISCHARGE TO THE DRAINAGE SWALE. TEMPORARY FEATURES MAY BE CONSTRUCTED TO SLOW RUNOFF ON THE SITE. CONTRACTOR MUST PROVIDE ALL ROAD CLOSURE SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ENVIRONMENTAL NOTES:
1. CONTRACTOR MUST ENSURE THAT NO SEDIMENT ENTERS THE CONTRACTOR MUST ENSURE THAT NO SEDIMENT ENTERS THE STREAM OR ADJACENT WETLANDS. 2. AVOID GROUND DISTURBANCE WITHIN THE STREAM & WETLANDS TO AVOID GROUND DISTURBANCE WITHIN THE STREAM & WETLANDS TO MAXIMUM EXTENT POSSIBLE. 3. ALL SOILS ARE ASSUMED TO CONTAIN PFAS. ALL SOIL MUST ALL SOILS ARE ASSUMED TO CONTAIN PFAS. ALL SOIL MUST REMAIN ON SITE.
O
LD
R
IFLE R
AN
G
E R D
12''
LEGEND
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.
REVISED FINAL C102
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044646
A
B
C
D
B
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH
ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO
DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND
BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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 ALL ROAD CLOSURE SIGNS IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND
NCDOT STANDARDS.
1. PAVEMENT MARKINGS MUST BE HOT-APPLIED THERMOPLASTIC PAVEMENT
MARKING MATERIAL MEETING NCDOT SPECIFICATIONS AND CONFORMING
TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
2. MATERIAL SHALL BE PRE-MIXED REFLECTORIZED THERMOPLASTIC WITH
EMBEDDED GLASS BEADS AND ADDITIONAL SURFACE-APPLIED BEADS.
3. THERMOPLASTIC SHALL BE APPLIED AT THE FOLLOWING RATES:
3.1. 90 MILS: CROSSWALK LINES, CENTER LINES, AND LANE LINES
3.2. 120 MILS: STOP BARS, TRANSVERSE BANDS, EDGE LINES, GORE LINES,
AND DIAGONALS
4. SURFACE AND AMBIENT TEMPERATURES MUST BE AT LEAST 50 DEGREES
FAHRENHEIT AND RISING FOR APPLICATION.
E
E
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
NEW WORK KEYNOTES:
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text
WALL
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text D
AutoCAD SHX Text
STORMWATER PIPE
AutoCAD SHX Text
STORMWATER MANHOLE
AutoCAD SHX Text
STORMWATER INLET
AutoCAD SHX Text
STORMWATER HEADWALL
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
ROADS/DRIVEWAY/PARKING
AutoCAD SHX Text
AIRFIELD SURFACE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
STORMWATER DITCH/SWALE
AutoCAD SHX Text
SITE PLAN - PIPE CROSSING
AutoCAD SHX Text N40085-20-B-0061
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-20-0061
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text 7/30/2026
AutoCAD SHX Text
NEW CURB AND GUTTER. SEE DETAIL SHEET C501.
AutoCAD SHX Text
CLASS B RIP RAP OVER NONWOVEN GEOTEXTILE FABRIC. DO NOT EXCEED 2:1 SLOPE.
AutoCAD SHX Text
NEW GUARDRAIL, SEE DETAIL SHEET C501 & C502.
AutoCAD SHX Text
CENTERLINE OF EXISTING SWALE TO BE REGRADED AND REFRESHED WITH CLASS B RIP RAP.
AutoCAD SHX Text D
AutoCAD SHX Text
PAVEMENT MARKING NOTES:
AutoCAD SHX Text
REMARK EXISTING PAVEMENT WITH PROPER PAVEMENT MARKINGS.
AutoCAD SHX Text E
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ENVIRONMENTAL NOTES:
1. CONTRACTOR MUST ENSURE THAT NO SEDIMENT ENTERS THE CONTRACTOR MUST ENSURE THAT NO SEDIMENT ENTERS THE STREAM OR ADJACENT WETLANDS. 2. AVOID GROUND DISTURBANCE WITHIN THE STREAM & WETLANDS TO AVOID GROUND DISTURBANCE WITHIN THE STREAM & WETLANDS TO MAXIMUM EXTENT POSSIBLE. 3. ALL SOILS ARE ASSUMED TO CONTAIN PFAS. ALL SOIL MUST ALL SOILS ARE ASSUMED TO CONTAIN PFAS. ALL SOIL MUST REMAIN ON SITE.
RR155
18''
STONE BAY AVE
LEGEND
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.
REVISED FINAL C103
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044647
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH
ANY DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO
DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND
BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE
CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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 ALL ROAD CLOSURE SIGNS IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND
NCDOT STANDARDS.
A
B
C
D
1. PAVEMENT MARKINGS MUST BE HOT-APPLIED THERMOPLASTIC PAVEMENT
MARKING MATERIAL MEETING NCDOT SPECIFICATIONS AND CONFORMING
TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
2. MATERIAL SHALL BE PRE-MIXED REFLECTORIZED THERMOPLASTIC WITH
EMBEDDED GLASS BEADS AND ADDITIONAL SURFACE-APPLIED BEADS.
3. THERMOPLASTIC SHALL BE APPLIED AT THE FOLLOWING RATES:
3.1. 90 MILS: CROSSWALK LINES, CENTER LINES, AND LANE LINES
3.2. 120 MILS: STOP BARS, TRANSVERSE BANDS, EDGE LINES, GORE LINES,
AND DIAGONALS
4. SURFACE AND AMBIENT TEMPERATURES MUST BE AT LEAST 50 DEGREES
FAHRENHEIT AND RISING FOR APPLICATION.
E
E
THIS PROJECT WILL NOT MODIFY ANY EXISTING SIGNAL LOOPS OR SIGNAL HEADS
AT THIS INTERSECTION. THIS WILL ONLY SERVE AS AN EMERGENCY MEANS OF
EGRESS.
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
NEW WORK KEYNOTES:
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text
WALL
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text D
AutoCAD SHX Text
STORMWATER PIPE
AutoCAD SHX Text
STORMWATER MANHOLE
AutoCAD SHX Text
STORMWATER INLET
AutoCAD SHX Text
STORMWATER HEADWALL
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
ROADS/DRIVEWAY/PARKING
AutoCAD SHX Text
AIRFIELD SURFACE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
STORMWATER DITCH/SWALE
AutoCAD SHX Text
SITE PLAN - INTERSECTION
AutoCAD SHX Text N40085-20-B-0061
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-20-0061
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text 7/30/2026
AutoCAD SHX Text
NEW ASPHALT PAVEMENT, SEE DETAIL ON SHEET C502.
AutoCAD SHX Text
NEW STEEL DOUBLE SWING GATE. SEE DETAIL SHEET C503.
AutoCAD SHX Text
HOT APPLY THERMOPLASTIC 8" WIDE WHITE CROSSWALK MARKINGS SPACED 6' APART.
AutoCAD SHX Text HOT APPLY WHITE THERMOPLASTIC STOP BAR, MIN 24" X 96" SET 4' MIN FROM EDGE OF CROSSWALK MARKING.
AutoCAD SHX Text D
AutoCAD SHX Text
PAVEMENT MARKING NOTES:
AutoCAD SHX Text
REMARK EXISTING PAVEMENT WITH PROPER PAVEMENT MARKINGS.
AutoCAD SHX Text E
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
ENVIRONMENTAL NOTES:
1. CONTRACTOR MUST ENSURE THAT NO SEDIMENT ENTERS THE CONTRACTOR MUST ENSURE THAT NO SEDIMENT ENTERS THE STREAM OR ADJACENT WETLANDS. 2. AVOID GROUND DISTURBANCE WITHIN THE STREAM & WETLANDS TO AVOID GROUND DISTURBANCE WITHIN THE STREAM & WETLANDS TO MAXIMUM EXTENT POSSIBLE. 3. ALL SOILS ARE ASSUMED TO CONTAIN PFAS. ALL SOIL MUST ALL SOILS ARE ASSUMED TO CONTAIN PFAS. ALL SOIL MUST REMAIN ON SITE.
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.
REVISED FINAL C501
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044648
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH ANY DIRECT BURY OR
CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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
GENERAL NOTES:
AutoCAD SHX Text
GUARDRAIL & CURBING DETAILS
AutoCAD SHX Text N40085-20-B-0061
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-20-0061
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
7/30/2026
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.
REVISED FINAL C502
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044649
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH ANY
DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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 SURFACE ASPHALT MIX
TACK COAT
3" I19.0C INTERMEDIATE ASPHALT MIX
8" COMPACTED ABC STONE TO A DRY DENSITY OF AT LEAST
98% OF THE STONE'S MODIFIED PROCTOR MAXIMUM DRY
DENSITY (ASTM D1557)
STABLE AND COMPACTED TO A DRY DENSITY OF
AT LEAST 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D1557) TO A DEPTH OF 9.0" BELOW SUBGRADE
ELEVATION OR AS APPROVED BY THE DESIGNER OF RECORD
ASPHALT PAVEMENT CROSS SECTION
NTS
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
GUARDRAIL & ASPHALT DETAILS
AutoCAD SHX Text N40085-20-B-0061
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-20-0061
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
7/30/2026
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.
REVISED FINAL C503
20-0061
REPAIR WASHOUT ON
RIFLE RANGE ROAD
60044650
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES. NOTIFY BASE TELEPHONE OF ANY CONFLICTS WITH ANY
DIRECT BURY OR CONDUIT COMMUNICATION UTILITIES 30 DAYS PRIOR TO DIGGING.
2. CONTRACTOR MUST 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 MUST BE IN ACCORDANCE WITH APPLICABLE STATE AND BASE CODES.
7. CONTRACTOR MUST COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER.
8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
9. JOBSITE MUST BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
10.CONTRACTOR MUST 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..
60"
50"
2"
48"
15'
48"
60"
50"
2"
48"
15'
2" STEEL
TONGUE PLATE
LENGTH VARIES
TO FIT
4.5" DIAMETER
LOCK COLLAR
3" DIA. STEEL POST, 96" LONG
4" SOLID STEEL PINS
3.5" STEEL POST FOR SWING
GATE ASSEMBLY
3000 PSI MINIMUM CONCRETE
GRAVEL BASE
STEEL CHAIN FOR
GATE LOCK
3.5" STEEL POST FOR SWING
GATE ASSEMBLY
96"
48"
2"
24"
3" STEEL POST
3000 PSI MIN
CONCRETE
2" GRAVEL BASE
REFLECTIVE STICKER(S)
REFLECTIVE STICKERS
EXISTING ROADWAY
DOUBLE GATE DETAIL
NTS
STOP POLE DETAIL
NTS
STOP POLE STOP POLE
1. ALL EXPOSED STEEL ON GATES MUST BE PRIMED AND PAINTED HIGH VISIBILITY YELLOW.
2. REFLECTIVE TAPE MUST BE AFFIXED TO THE GATE AS SHOWN ON BOTH SIDES OF THE GATE.
3. LOCK COLLAR MUST BE OPEN ON TOP.
4. LOCKS WILL BE PROVIDED BY THE GOVERNMENT
5. TONGUE MUST BE 12" STEEL PLATE. MAX TONGUE LENGTH IS 2 FEET.
6. PROVIDE AN R11-2 "ROAD CLOSED" SIGN ON EACH LEAF OF THE GATE ON BOTH SIDES.
PLAN VIEW DOUBLE GATE
NTS
R11-2 ROAD CLOSED SIGN
NTS
36"
24"
WELDED STEEL CAP
WELDED STEEL CAP
LATCHING MECHANISM TBD BY MANUFACTURER
WELDED STEEL CAP
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
GATE DETAILS
AutoCAD SHX Text N40085-20-B-0061
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-20-0061
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text 7/30/2026
NOTES:
| 20-0061-REV-Repair Washout on Rifle Range Road-G001 |
| 20-0061-REV-Repair Washout on Rifle Range Road-G001 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C100 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C100 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C101 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C101 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C102 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C102 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C103 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C103 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C501 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C501 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C502 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C502 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C503 |
| 20-0061-REV-Repair Washout on Rifle Range Road-C503 |
File details come from the government source that posted it. Updated .