N4008525B0090 Dwgs_Signed.pdf
PDF 7 MB Posted
- Attached to
- FY26 Multi-Area Stormwater Drainage Repairs
- Solicitation number
- N4008526R9052
About this file
This is a set of construction design drawings for a multi-area stormwater drainage repairs project at Marine Corps Base Camp Lejeune, North Carolina. The contract number is 25-0090 (contract identifier 60044276-60044283), issued by the Department of the Navy through Naval Facilities Engineering Command.
The project encompasses multiple stormwater drainage repair sites across the base, as indicated by the location maps showing Sites 1, 2, and 3, with detailed site plans identifying specific work areas. The drawings specify pipe replacements and repairs involving various pipe sizes ranging from 2 inches to 42 inches in diameter, yard inlet replacements with new precast inlets and grates, and pipe segment demolition and reconstruction. Key work includes approximately 60 linear feet of new 30-inch Class IV or Class V reinforced concrete pipe installation, new cast-in-place or precast headwalls, washout repairs using select fill material with compacted ABC stone, asphalt patching, and sod restoration of disturbed areas. The drawings contain detailed specifications for pipe bedding preparation, joint sealing, elevation matching to existing systems, and utility coordination requirements. General requirements mandate contractor location of all underground utilities prior to ground-disturbing activities, field verification of measurements, protection of existing utilities including telecommunications and commercial cabling, coordination with base telephone 30 days prior to digging, and adherence to environmental, health, and safety (EHS) standards. All information release outside the contractor's organization requires contracting officer written approval with at least 45 days' notice, and subcontractors must submit release requests through the prime contractor.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amend 0001.pdf | ||
| RFP 250090.pdf | ||
| 25-0090 SOW.pdf | ||
| N4008525B0090 Specs.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.
FINAL G001
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044276
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
25-0090
STORMWATER DRAINAGE
MULTI-AREA
REPAIRS
201010
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VICINITY AND LOCATION PLAN
AutoCAD SHX Text N40085-25-B-0090
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AS SHOWN
AutoCAD SHX Text 05-25-0090
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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'
AutoCAD SHX Text %%uJACKSONVILLE
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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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NEW RIVER INLET RD
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RANGE RD
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DIXON-SNEADS FERRY RD
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OCEAN DRIVE
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MARINES RD
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HOLCOMB BLVD
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CURTIS
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STONE ST
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STONE BAY
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MAIN SERVICE RD
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INTRACOASTAL WATERWAY
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MEANS HIGH WATER +1.50
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MEANS SEA LEVEL 0.00
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MEANS LOW WATER -1.50
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MEANS HIGH WATER +1.10
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MEANS SEA LEVEL 0.00
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MEANS LOW WATER +0.35
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MEANS LOW WATER +0.50
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MEANS SEA LEVEL 0.00
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MEANS HIGH WATER +1.00
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LEJEUNE RAILROAD
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CAMP
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SEABOARD COAST LINE RAILROAD
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SNEADS FERRY RD
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SETH
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WALLACE
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CREEK
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WILSON
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BAY
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TRAPS
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BAY
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CHADWICK
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COVE
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TO
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BEAR
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CREEK
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BEAR
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INLET
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STONE
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MILL
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ROAD
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TERRACE
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KNOX
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MONTFORD
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LANDING RD
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MIDWAY
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PARK
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NAVAL
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HOSPITAL
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FRENCH
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CREEK
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AREA
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MAGAZINE
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AREA
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HADNOT
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POINT
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AREA
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INDUSTRIAL
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AREA
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PARADISE
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POINT
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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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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 60044276
AutoCAD SHX Text G001
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VICINITY AND LOCATION PLAN
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SITE 1 - SITE PLAN
AutoCAD SHX Text C102
AutoCAD SHX Text C103
AutoCAD SHX Text C104
AutoCAD SHX Text C105
AutoCAD SHX Text C100
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SITE 1 - EXISTING CONDITIONS
AutoCAD SHX Text 60044277
AutoCAD SHX Text 60044278
AutoCAD SHX Text 60044279
AutoCAD SHX Text 60044280
AutoCAD SHX Text 60044281
AutoCAD SHX Text 60044282
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SITE 2 - EXISTING CONDITIONS
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SITE 2 - SITE PLAN
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SITE 3 - EXISTING CONDITIONS
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SITE 3 - SITE PLAN
AutoCAD SHX Text C501
AutoCAD SHX Text 60044283
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DETAILS
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SITE 2
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SITE 3
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SITE 1
HP115
HP155
HP112
236A
HP125
C ST
B ST
4''
6''
6''
6''
6''8''
6''
6''
6'
6''
6''
4''
6''
4''
8''
8''
6''
8''
8''
6''
4''
4''
8''
4''
4''
4''
4''
4''
8''
6''
4''
2''
6''
8''
6''
4''
4''
8''
4''
6''
4''
8''
4''
8''
4''
2''
4''
4''
8''
8''
6''
8''
6''
6''
4''
6''
3-5-8
3-13-8
3-18-8
3-26-8
3-27-8
3-28-8
3-160-8
24''
24''
12''
8''
12''
6''
12''
12''
12''
8'
8'
12''
8''
24''
6''
24''
6''
6''
6''
6''
6''
6''
6''
6''
6''
6''
6''
6'' 6''
30''
30''
24''
15''
12''
15''
18''
6''
3''
8''
24''
18''
24''
18''
6''
6''
6''
15''
12''
15''
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8'
12''
36''
6''
4''
6''
18''
18''
12''
36''
12''
20''
18''
6''
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8''
6''
15''
15''
18''
30''
4''
36''
3''
6''
8''
6''
18''
6''
15''
8''
3''
8''
30''
15''
8''
24''
6''
12''
42''
12''
6''
30''
3''
6''
15'' 4''
3''
3''3'
15''
6'
12''
30''
12''
2''
4''
1.5''
4''
14''
12''
14''
14''
4''
12''
12''
4''
4''
3''
12''
12''
12''
2''
4''
3'' 1.5''
12''
(6
(5'')
(2'')
(5'')
(3'')
(2'')
(2.5'')
(5'')
(2'')
(5'')
(5'')
(2.5'')
(2'')
(5'')
(2 .5
(2'')
(5'')
(2'')
(2.5'')
(5'')
(2'')
(5'')
(5'')
(2.5'')
(2.5'')
(2'')
MH10-2
MH10-1
MH10-1-1
HH6-2-1B
AT&T HH 9-5
AT&T MH 9-4
AT&T MH 9-3
AT&T MH 9-2
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
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044277
SITE AREA
LEGEND
G S
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING. CONTACT BASE
TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH
BURIED COMMUNICATION LINES.
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..
Christopher Maas 18-Jun-2026
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SITE 1 - EXISTING CONDITIONS
AutoCAD SHX Text N40085-25-B-0090
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AS SHOWN
AutoCAD SHX Text 05-25-0090
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M. HORNE
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M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text
M. HORNE
AutoCAD SHX Text
C. MAAS, PE
AutoCAD SHX Text 6/12/2026
AutoCAD SHX Text
GENERAL NOTES:
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
WALL
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text E
AutoCAD SHX Text
WATER MAIN LINE
AutoCAD SHX Text
FIBER OPTIC
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
CIRCUIT BREAKER
AutoCAD SHX Text
COMMUNICATIONS SPLICE
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text D
AutoCAD SHX Text
SS
AutoCAD SHX Text
TELECOMMUNICATIONS
AutoCAD SHX Text
RISER
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
WATER FIRE PROTECTION LINE
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
ELECTRICAL DISCONNECT
AutoCAD SHX Text
SINGLE PHASE TRANSFORMER
AutoCAD SHX Text
FUSE CUTOUT
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
TRANSFORMER PAD
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
COMMUNICATION MANHOLE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WASTEWATER GRAVITY MAIN
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
ROADS/DRIVEWAY/PARKING
AutoCAD SHX Text
AIRFIELD SURFACE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
ST
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
CONDENSATION LINE
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STEAM PIT
AutoCAD SHX Text
STORMWATER DITCH/SWALE
AutoCAD SHX Text
WASTEWATER FORCE MAIN
AutoCAD SHX Text
SWITCH
MONITORING WELL
HP115
HP155
HP112
236A
HP125
C ST
B ST
30''
30''
24''
15''
12''
15''
18''
6''
3''
8''
24''
18''
24''
18''
6''
6''
6''
15''
12''
15''
12''
8'
12''
36''
6''
4''
6''
18''
18''
12''
36''
12''
20''
18''
6''
6''
8''
6''
15''
15''
18''
30''
4''
36''
3''
6''
8''
6''
18''
6''
15''
8''
3''
8''
30''
15''
8''
24''
6''
12''
42''
12''
6''
30''
3''
6''
15'' 4''
3''
3''3'
15''
6'
12''
30''
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
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044278
INLET TO BE REPLACED
SEE NEW WORK NOTES
1. DEMOLISH AND REPLACE THE YARD INLET NOTED ON THIS SHEET WITH A NEW
PRECAST YARD INLET AND GRATE. SEE DETAILS 840.14 & 840.16 ON SHEET
C501. MATCH EXISTING INVERTS AND ELEVATIONS.
2. REMOVE SECTIONS OF EXISTING PIPE SEGMENTS UPSTREAM AND/OR
DOWNSTREAM AS NEEDED TO FACILITATE THE CONNECTION BACK INTO THE
EXISTING SYSTEM. ENSURE ALL JOINTS ARE SEALED PROPERLY.
3. SOD ALL DISTURBED AREAS WITH CENTIPEDE SOD.
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING. CONTACT BASE
TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH
BURIED COMMUNICATION LINES.
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..
Christopher Maas 18-Jun-2026
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
SITE 1 - SITE PLAN
AutoCAD SHX Text N40085-25-B-0090
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0090
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 6/12/2026
AutoCAD SHX Text
GENERAL NOTES:
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
NEW WORK NOTES:
S625
6''
6''
6''
15''
15''
15''
15''
MH WC-F
MH WC-H
MH WC-J
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
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044279
SITE AREA
LEGEND
G S
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING. CONTACT BASE
TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH
BURIED COMMUNICATION LINES.
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..
Christopher Maas 18-Jun-2026
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
SITE 2 - EXISTING CONDITIONS
AutoCAD SHX Text N40085-25-B-0090
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0090
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 6/12/2026
AutoCAD SHX Text
GENERAL NOTES:
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
WALL
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text E
AutoCAD SHX Text
WATER MAIN LINE
AutoCAD SHX Text
FIBER OPTIC
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
CIRCUIT BREAKER
AutoCAD SHX Text
COMMUNICATIONS SPLICE
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text D
AutoCAD SHX Text
SS
AutoCAD SHX Text
TELECOMMUNICATIONS
AutoCAD SHX Text
RISER
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
WATER FIRE PROTECTION LINE
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
ELECTRICAL DISCONNECT
AutoCAD SHX Text
SINGLE PHASE TRANSFORMER
AutoCAD SHX Text
FUSE CUTOUT
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
TRANSFORMER PAD
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
COMMUNICATION MANHOLE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WASTEWATER GRAVITY MAIN
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
ROADS/DRIVEWAY/PARKING
AutoCAD SHX Text
AIRFIELD SURFACE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
ST
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
CONDENSATION LINE
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STEAM PIT
AutoCAD SHX Text
STORMWATER DITCH/SWALE
AutoCAD SHX Text
WASTEWATER FORCE MAIN
AutoCAD SHX Text
SWITCH
S625
15''
15''
15''
15''
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 C103
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044280
A
B
C
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING. CONTACT BASE
TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH
BURIED COMMUNICATION LINES.
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..
Christopher Maas 18-Jun-2026
AutoCAD SHX Text
SITE 2 - SITE PLAN
AutoCAD SHX Text N40085-25-B-0090
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0090
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 6/12/2026
AutoCAD SHX Text
GENERAL NOTES:
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
NEW WORK KEYNOTES:
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text REPAIR WASHOUT (APPROX. 30' X 100') WITH SELECT FILL MATERIAL. PLACE FILL IN 6" LIFTS AND COMPACT TO 95% MAXIMUM DRY DENSITY. SOD ALL DISTURBED AREAS WITH CENTIPEDE SOD.
AutoCAD SHX Text REPAIR WASHOUT (APPROX 20' X 20') WITH SELECT FILL MATERIAL. PLACE FILL IN 6" LIFTS AND COMPACT TO 95% MAXIMUM DRY DENSITY. PLACE CLASS B RIP RAP OVER NON-WOVEN GEOTEXTILE FABRIC IN WASHOUT. SOD ANY AREAS THAT ARE NOT TO RECEIVE RIP RAP WITH CENTIPEDE SOD.
REPAIR WASHOUT (APPROX. 30' X 50') WITH SELECT FILL MATERIAL. PLACE FILL IN 6" LIFTS AND COMPACT TO 95% MAXIMUM DRY DENSITY. PLACE NON-WOVEN GEOTEXTILE FABRIC AND CLASS B RIP RAP ON THE EMBANKMENT NEAR THE OUTLET. SLOPES MAY NOT EXCEED 3:1 SLOPE. ALL OTHER DISTURBED AREAS MUST BE VEGETATED WITH CENTIPEDE SOD.
TC1142
TC1143
AS1029
AS1027
TC1061
TC1062TC1060
TC1063
AS1025
CONT24
STC1144
6'' 6''
6''
6''
6''
6''
6'' 6' '6'' 6'
8''
8''
8''
8''
2''
8'
2''
8''
8''
8''
0.
2''
0.75''
6'
2'' 2''
8'' 8''
2''
8'
2''
8''
2''
8'' 8''
6'
6-79-8
6-80-8
6-83-8
6-84-8
6-82-8
G11
G09
G07 G08
G10
G166
G179
G165
8''
15''
15''
8'' 8''
6''
6''
6''
6''
6''
6'
18''
15''
18''
18''
18''
18''
18''
18''
18''
18''
18'' 18''
18''
18''
18''
30''
12''
18''
18''
18''
18''
18'' 18''
18''
15''
18''
18''
36''
MH8
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 C104
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044281
SITE AREA
LEGEND
G S
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING. CONTACT BASE
TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH
BURIED COMMUNICATION LINES.
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..
Christopher Maas 18-Jun-2026
AutoCAD SHX Text M
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text
SITE 3 - EXISTING CONDITIONS
AutoCAD SHX Text N40085-25-B-0090
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0090
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 6/12/2026
AutoCAD SHX Text
GENERAL NOTES:
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
WALL
AutoCAD SHX Text
ROADWAY CENTERLINE
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text E
AutoCAD SHX Text
WATER MAIN LINE
AutoCAD SHX Text
FIBER OPTIC
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
CIRCUIT BREAKER
AutoCAD SHX Text
COMMUNICATIONS SPLICE
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text D
AutoCAD SHX Text
SS
AutoCAD SHX Text
TELECOMMUNICATIONS
AutoCAD SHX Text
RISER
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
WATER FIRE PROTECTION LINE
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
ELECTRICAL DISCONNECT
AutoCAD SHX Text
SINGLE PHASE TRANSFORMER
AutoCAD SHX Text
FUSE CUTOUT
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
TRANSFORMER PAD
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
COMMUNICATION MANHOLE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WASTEWATER GRAVITY MAIN
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
ROADS/DRIVEWAY/PARKING
AutoCAD SHX Text
AIRFIELD SURFACE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
ST
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
CONDENSATION LINE
AutoCAD SHX Text
STEAM LINE
AutoCAD SHX Text
STEAM PIT
AutoCAD SHX Text
STORMWATER DITCH/SWALE
AutoCAD SHX Text
WASTEWATER FORCE MAIN
AutoCAD SHX Text
SWITCH
TC1142
TC1143
AS1029
AS1027
TC1061
TC1062TC1060
TC1063
AS1025
CONT24
STC1144
18''
15''
18''
18''
18''
18''
18''
18''
18''
18''
18'' 18''
18''
18''
18''
30''
12''
18''
18''
18''
18''
18'' 18''
18''
15''
18''
18''
36''
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 C105
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044282
1. DEMOLISH AND REMOVE EXISTING PIPE AND HEADWALLS AT THE PIPE
SEGMENT NOTED ON THIS SHEET.
2. PROVIDE AND INSTALL APPROX. 60LF OF NEW 30" CLASS IV OR CLASS V
REINFORCED CONCRETE PIPE TO MATCH EXISTING PIPE INVERTS. PREPARE
PIPE BEDDING AND PERFORM BACKFILL PER DETAIL 300.01 ON SHEET C501.
COMPACT FILL MATERIAL IN LIFTS OF 6" TO 98% MAXIMUM DRY DENSITY.
3. PROVIDE AND INSTALL NEW CAST IN PLACE OR PRECAST HEADWALLS ON EACH
END OF THE PIPE PER DETAIL 838.01 ON SHEET C501.
4. PATCH ASPHALT BACK WITH 2.5" OF SURFACE MIX RS9.5C OVER 8" OF
COMPACTED ABC STONE AT 98% MAXIMUM DRY DENSITY.
PIPE AND HEADWALLS TO BE REPLACED
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR TO GROUND
DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING
TELECOMMUNICATIONS AND COMMERCIAL CABLING. CONTACT BASE
TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH
BURIED COMMUNICATION LINES.
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..
Christopher Maas 18-Jun-2026
AutoCAD SHX Text
SITE 3 - SITE PLAN
AutoCAD SHX Text N40085-25-B-0090
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0090
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 6/12/2026
AutoCAD SHX Text
GENERAL NOTES:
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
NEW WORK NOTES:
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 C501
25-0090
MULTI-AREA STORMWATER
DRAINAGE REPAIRS
60044283
1. CONTRACTOR MUST LOCATE ALL UNDERGROUND UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL
CABLING, PRIOR TO GROUND DISTURBING ACTIVITIES.
2. CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS.
3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING.
CONTACT BASE TELEPHONE 30 DAYS PRIOR TO DIGGING CONCERNING ANY CONFLICTS WITH BURIED COMMUNICATION
LINES.
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..
Christopher Maas 18-Jun-2026
AutoCAD SHX Text
SITE DETAILS
AutoCAD SHX Text N40085-25-B-0090
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0090
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 6/12/2026
GENERAL NOTES:
| 25-0090 Multi-Area Stormwater Drainage Repairs-G001 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-G001 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C100 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C100 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C101 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C101 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C102 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C102 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C103 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C103 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C104 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C104 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C105 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C105 |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C501 |
| Sheets and Views |
| 25-0090 Multi-Area Stormwater Drainage Repairs-C501 |
| 2026-06-18T12:23:19-0400 | |
| MAAS.CHRISTOPHER.JETT.1588040727 |
File details come from the government source that posted it. Updated .