N4008525B0056 Dwgs.pdf
PDF 8 MB Posted
- Attached to
- Camp Geiger Drainage Repairs
- Solicitation number
- N4008525R9016
About this file
This document is a set of construction design drawings for drainage repairs at Camp Geiger, located at Marine Corps Base Camp Lejeune in North Carolina. The project involves replacing approximately 50 linear feet of existing corrugated metal pipe (CMP) with a new 36-inch Class V reinforced concrete pipe (RCP) on E Street. Specific work includes removing and replacing an existing drop inlet with a new precast drop inlet, installing a new curb inlet structure and Nyloplast basin, sawcutting and removing asphalt and stone, and installing new sidewalk. The contractor will be responsible for coordinating with the Resident Officer in Charge of Construction (ROICC), maintaining traffic control, protecting existing utilities, and ensuring environmental, health, and safety compliance during the project.
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Other files
| File | Type | Posted |
|---|---|---|
| Amend 0001.pdf | ||
| 25-0056 Scope of Work.pdf | ||
| RFP 250056.pdf | ||
| N4008525B0056 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
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042196
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
25-0056
DRAINAGE REPAIRS
CAMP GEIGER
10 10 20
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VICINITY AND LOCATION PLAN
AutoCAD SHX Text N40085-25-B-0056
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AS SHOWN
AutoCAD SHX Text 05-25-0056
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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 7/8/2025
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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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BEACH RD
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MARINES RD
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LYMAN RD
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OLD BEAR CREEK RD
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PINEY GREEN RD
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HOLCOMB BLVD
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BREWSTER BLVD
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CURTIS
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STONE ST
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STONE BAY
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FRENCH
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CREEK
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MAIN SERVICE RD
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INTRACOASTAL WATERWAY
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MEANS HIGH WATER +1.50
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MEANS SEA LEVEL 0.00
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MEANS LOW WATER -1.50
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MEANS HIGH WATER +1.10
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MEANS SEA LEVEL 0.00
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MEANS LOW WATER +0.35
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MEANS LOW WATER +0.50
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MEANS SEA LEVEL 0.00
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MEANS HIGH WATER +1.00
AutoCAD SHX Text %%uTOWN POINT
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LEJEUNE RAILROAD
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CAMP
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SEABOARD COAST LINE RAILROAD
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SNEADS FERRY RD
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SETH
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WALLACE
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CREEK
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SOUTHWEST CREEK
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WILSON
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BAY
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TRAPS
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BAY
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CHADWICK
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BAY
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HOWARD BAY
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COURTHOUSE
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BAY
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ELLIS
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COVE
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TO
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MOREHEAD CITY
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BEAR
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CREEK
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BEAR
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INLET
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STONE
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CREEK
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MILL
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STONE CREEK
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CREEK
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MUDDY
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MILL CREEK
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TOWN
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CREEK
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LEWIS
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CREEK
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WHITE
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HURST
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CR.
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SNEADS
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FERRY
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ROAD
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TARAWA
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TERRACE
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KNOX
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TR. PARK
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MONTFORD
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LANDING RD
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MIDWAY
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PARK
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NAVAL
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HOSPITAL
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FRENCH
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CREEK
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AREA
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MAGAZINE
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AREA
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HADNOT
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POINT
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AREA
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INDUSTRIAL
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AREA
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PARADISE
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POINT
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AREA
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RIFLE
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RANGE
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AMPHIBIAN
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BASE
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ENGINEER
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AREA
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TRIANGLE
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OUTPOST
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BEACH
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AREA
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BERKELEY
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MANOR
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WATKINS
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VILLAGE
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CAMP
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GEIGER
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NEW RIVER
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AIR STATION
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BROWNS
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INLET
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EVERETT CREEK
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WILLI
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AMS
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BLVD
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GOLF
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COURSE
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SWAMP
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BELL
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text 12000
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CREEK
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FREEMAN
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MILL RUN
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ROAD
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BRINSON CREEK
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HOPE ROAD
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RIVER
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ROAD
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DUCK CREEK
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GREATER SANDY RUN AREA
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MAIN
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GATE
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MONTFORD
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POINT
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AREA
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PAVILION
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MARINA
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PHEONIX
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FLAMINGO
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TURKEY
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OWL
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LHA
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ORIOLE
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SANDPIPER
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EGRET
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CANARY
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DOVE
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PLOVER
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HERON
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HAWK
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DODO
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GOOSE
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FALCON
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OSPREY
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AutoCAD SHX Text T
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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
AutoCAD SHX Text L
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WOODPECKER
AutoCAD SHX Text L
AutoCAD SHX Text T
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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
AutoCAD SHX Text L
AutoCAD SHX Text T
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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 60042196
AutoCAD SHX Text T001
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VICINITY AND LOCATION PLAN
AutoCAD SHX Text C101
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SITE PLAN
AutoCAD SHX Text C501
AutoCAD SHX Text C502
AutoCAD SHX Text C503
AutoCAD SHX Text C504
AutoCAD SHX Text C100
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EXISTING CONDITIONS
AutoCAD SHX Text C506
AutoCAD SHX Text C505
AutoCAD SHX Text 60042197
AutoCAD SHX Text 60042198
AutoCAD SHX Text 60042199
AutoCAD SHX Text 60042200
AutoCAD SHX Text 60042201
AutoCAD SHX Text 60042202
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PIPE DETAILS
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DROP INLET DETAILS
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DROP INLET DETAILS
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FRAME AND GRATE DETAILS
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FRAME ANCHOR DETAILS
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SITE DETAILS
AutoCAD SHX Text 60042203
AutoCAD SHX Text 60042204
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SITE
6''
6''
6''
6'
6''
2''
2''
8''
8'' 8''
8'
2'' 2''
2''
8''
2''
8''
8''
2'' 8'
8'
8''
15''
4''
4''
4''
4''
6''
36''
18''
36'' 18''
18''
36''
36''
24''
12''
18''
4''
18''
8''
18''
36''
18'' 36
18''
18''
8''
18''
(3'') 6''
G x
G x
G x
G x
G x
GAS WITNESS POST
EXISTING DOGHOUSE
STRUCTURE
EXPOSED UTILITIES
IN B.O.T
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
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042197
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
SS
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SS
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SS
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SS
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SS
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SS
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
EXISTING CONDITIONS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
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GENERAL NOTES:
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
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GRAPHIC SCALE
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EIGHTH ST
36''
18''
36'' 18''
18''
36''
36''
12''
18''
18''
8''
18''
36''
18'' 36
18''
18''
18''
EXISTING DROP INLET
TOP: 9.18
INV (W) EXISTING 24": 5.39
INV (E): UNKNOWN
EXISTING DOGHOUSE STRUCTURE
INV (W) 36": 5.42
INV (E) NEW 36": N/A
E
ST
R
EE
T
A E
BC
D
GAS WITNESS POST
25.0'
22.0'
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
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042198
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. REMOVE AND REPLACE APPROXIMATELY 50LF OF EXISTING CORRUGATED
METAL PIPE (CMP) WITH NEW 36" CLASS V REINFORCED CONCRETE PIPE
(RCP) . THE NEW 36" RCP WILL BE INSTALLED FROM THE EXISTING
DOGHOUSE STRUCTURE ON THE WEST SIDE OF E STREET TO THE DROP
INLET ON THE EAST SIDE OF E STREET THAT WILL ALSO BE REPLACED. SEE
SHEET C501 FOR PIPE DETAILS.
B. REMOVE AND REPLACE EXISTING DROP INLET WITH A NEW PRECAST DROP
INLET. PROTECT EXISTING PIPE DOWNSTREAM. SET INVERTS TO MATCH
EXISTING AND TO PROVIDE POSITIVE DRAINAGE DOWNSTREAM. SEE DROP
INLET DETAILS ON SHEETS C502 THRU C505.
C. INSTALL NEW CURB INLET STRUCTURE AND NYLOPLAST BASIN IN THE
LOCATION SHOWN. SEE DETAIL E1 ON SHEET C506.
D. SAWCUT AND REMOVE ASPHALT, STONE, AND SUBGRADE TO PERFORM PIPE
REMOVAL AND REPLACEMENT. UPON REPLACEMENT OF THE PIPE, PROVIDE
AND INSTALL 8" OF COMPACTED ABC STONE, 2" OF I19.0B MIX ASPHALT, AND
2" OF S9.5C MIX ASPHALT. COMPACT THE ABC TO A DENSITY EQUAL TO AT
LEAST 98% OF THAT BY COMPACTING A SAMPLE OF MATERIAL IN
ACCORDANCE WITH AASHTO T99. COMPACT THE ASPHALT TO A MINIMUM
DENSITY OF 92% ON THE MAT AND 90% ON THE JOINTS. SEE DETAIL A1 ON
SHEET C506.
E. PROVIDE AND INSTALL APPROXIMATELY 25' OF NEW PCC FACEDOWN
SIDEWALK. MATCH ADJACENT EXISTING SIDEWALK. SEE DETAIL B1 ON
SHEET C506.
THIS PROJECT WILL DEMOLISH AND REPLACE AN EXISTING 24" CORRUGATED
METAL PIPE (CMP) UNDER E STREET WITH A NEW 36" REINFORCED CONCRETE
PIPE (RCP). THIS PIPE WILL CONNECT TO AN EXISTING PRECAST DOGHOUSE
STRUCTURE THAT WAS PLACED BY OTHERS THAT IS TO BE COMPLETED IN THIS
PROJECT. THE OTHER END OF THE PIPE WILL TIE INTO A DROP INLET THAT IS TO
BE REPLACED WITH A NEW PRECAST DROP INLET STRUCTURE. ALL OTHER PIPES
ARE TO REMAIN IN PLACE. THE CONTRACTOR WILL ALSO PROVIDE AND INSTALL A
CURB INLET AS SHOWN IN THE PLANS AND COMPLETE THE SIDEWALK THAT WAS
LEFT OUT.
1. PROVIDE TRAFFIC CONTROL AND ROAD CLOSURE PLAN TO BE REVIEWED BY
THE ROICC.
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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
AutoCAD SHX Text
J. REED, PE
AutoCAD SHX Text 7/8/2025
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
KEY NOTES:
AutoCAD SHX Text
SCOPE OF WORK:
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
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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
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042199
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 DETAILS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
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
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042200
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
DROP INLET DETAILS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
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
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042201
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
DROP INLET DETAILS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
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 C504
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042202
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
FRAME AND GRATE DETAILS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
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 C505
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042203
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
FRAME ANCHOR DETAILS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
ASPHALT PAVING TYPICAL SECTION
NTS
A1
STRUCTURAL
FILL
2" SC HMA
8" NCDOT ABC STONE
98% MAXIMUM DRY DENSITY
(ASTM D1557)
2" IC HMA
NOTE:
1. STONE BASE MATERIAL MUST EXTEND A MINIMUM OF 2 FEET
BEYOND THE EDGE OF PAVEMENT CROSS SECTION WRAPPED IN
A GEOTEXTILE MATERIAL.
TACK COAT 4" NCDOT ABC STONE
98% MAXIMUM DRY DENSITY
(ASTM D1557) 1" RADIUS
6"
FINISH
PAVEMENT
GRADE
6"TOOLED
SCORE
6" 4"
4" PCC SIDEWALK,
4000 PSI, BROOM FINISH
(§ 32 16 19)TIE TO ADJACENT
FINISH SLOPE
NOTES:
1. PROVIDE 34" DEEP TOOLED SCORES AT 5' O.C. PERPENDICULAR TO FACE OF
CURB AND ALONG CURB LINE.
2. EXPANSION JOINTS TO BE PLACED 30' O.C. LONGITUDINALLY, ADJACENT TO
CURBS, AND WHEN BUTTING STRUCTURES, CONCRETE, OR BUILDINGS.
WIDTH AS PER PLAN
FACEDOWN SIDEWALK DETAIL
NTS
B1
6" THK SAND
SUBBASE LAYER
(MIN. CBR 15)
NYLOPLAST
DO NOT POLLUTE
DRAINS TO
WATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
2.50
2.50
CURB INLET
**B°
*1.5° (2.61%)
LEVEL
22.88
.8
.5
.2
.2
24.25 27.25
ADJUSTMENT
SLOTS
2' X 2' CURB INLET
STANDARD GRATE
OR EQUIVALENT
20.88 2' X 2' CURB INLET
FRAME AND HOOD
2.
TOP OF BASE PLATE TO
TOP OF DRAIN BASIN
22 X SLOT
Ø 1.00 THRU
6.
5.
4.
L O
W
ES
T H
O O
D S
ET
TI
N G
8.
H
IG
H
ES
T H
O O
D S
ET
TI
N G
PI
PE
IN
VE
R T
SE
E
N O
TE
ADAPTER
ANGLES
VARIABLE 0°-360°
ACCORDING TO
PLANS
SEE NOTE 5
24"
SU
M
P D
EP
TH
(6 " M
IN
. O
N
2" -2
4"
" M
IN
. O
N
0"
AN
D
2" M
IN
CRUSHED STONE
BACKFILL MATERIAL
4" M
IN
. O
N
2" -2
4" 6"
M
IN
. O N
0"
-3 6"
INLET/OUTLET
ADAPTERS
SEE NOTE 4
WATERTIGHT JOINT
12" SDR35 PVC
NYLOPLAST INLET BASIN
CURB INLET STRUCTURE AND NYLOPLAST BASIN DETAIL
NTS
E1
CONTRACTION JOINT
CONSTRUCTION JOINT
EXPANSION JOINT
W
D
W
D
3/4" (1/4" FOR SLIP JOINTS)
3/ 8"
T
R
R
R
J.W. FRANK, P.E.
J.W. FRANK, P.E.
J.W. FRANK, P.E.
PAVEMENT
SURFACE
1/2" CLOSED CELL
POLYETHYLENE FOAM
BACKER ROD
INITIAL SAWCUT
1/8"WDEVELOPED
CRACK
PAVEMENT
SURFACE
1"Ø CLOSED CELL
POLYETHYLENE FOAM
BACKER ROD (3/8"Ø
FOR SLIP JOINTS)
NON-EXTRUDING AND
RESILIENT PRE-FORMED
COMPRESSIBLE
EXPANSION JOINT FILLER
PAVEMENT
SURFACE
1/2"Ø CLOSED CELL POLYETHYLENE
FOAM BACKER ROD
BUTTED
JOINT
DEFINITIONS:
W = WIDTH OF SEALANT RESERVOIR (3/8")
D = DEPTH OF SEALANT (3/16") (OR PER MANUFACTURER'S RECOMMENDATION)
T = DEPTH OF INITIAL SAWCUT (2.25")
R = DEPTH OF RECESS (1/4" ± 1/16")
JOINT SEALANT DETAIL
NTS
D1
TYPICAL JOINT DETAIL
NTS
C1
4'
1/8"
1" 1/2" 1/ 4"
PRE-FORMED EXP.
JOINT MATERIAL
1/8" RAD 1/8" RAD
NOTES:
1. PROVIDE SAW JOINTS TO MAINTAIN AN APPROXIMATE
SQUARE SLAB.
2. PROVIDE EXPANSION JOINTS WHERE WALK ABUTS
CONCRETE CURBS, DRIVES, STRUCTURES AND WHERE
WALK CHANGES DIRECTION.
SAW JOINT EXPANSION JOINT
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 C506
25-0056
CAMP GEIGER
DRAINAGE REPAIRS
60042204
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
SITE DETAILS
AutoCAD SHX Text N40085-25-B-0056
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-25-0056
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 7/8/2025
| 25-0056 - Camp Geiger Drainage Repairs-G001 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-G001 |
| 25-0056 - Camp Geiger Drainage Repairs-C100 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C100 |
| 25-0056 - Camp Geiger Drainage Repairs-C101 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C101 |
| 25-0056 - Camp Geiger Drainage Repairs-C501 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C501 |
| 25-0056 - Camp Geiger Drainage Repairs-C502 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C502 |
| 25-0056 - Camp Geiger Drainage Repairs-C503 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C503 |
| 25-0056 - Camp Geiger Drainage Repairs-C504 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C504 |
| 25-0056 - Camp Geiger Drainage Repairs-C505 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C505 |
| 25-0056 - Camp Geiger Drainage Repairs-C506 |
| Sheets and Views |
| 25-0056 - Camp Geiger Drainage Repairs-C506 |
File details come from the government source that posted it. Updated .