N4008520B0073 Dwgs.pdf
PDF 1 MB Posted
- Attached to
- Repair Pavement Building AS4108
- Solicitation number
- N4008521R0163
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| File | Type | Posted |
|---|---|---|
| 20-0073 SOW.pdf | ||
| N4008520B0073 Specs.pdf | ||
| RFP 200073.pdf |
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T-1
REPAIR PAVEMENT
LANDFILL
ROICC OFFICE
BLDG 1005
DRMO
C
I
T
N
A
L
T
A
N
E
U
S
E
N
E
W
R
I
V
E
R
Swansboro
U
S
7 Bolton
Delco
Acme
Leland
Wilmington
Scott Hill
Hampstead
CAMP LEJUENE
Holly Ridge
Folkstone
Dixon
Verona
Words Corner
Burgaw
Wallace
Jacksonville
Richlands
Beulaville
Rosehill
Magnolia
Warsaw
OAK GROVE
Havelock
Maysville
Pollacksville
New Bern
Tuscarora
Hill
Pink
Comfort
Trenton
Dover
Kinston
Springs
US 70
Mt. Olive
Seven
Goldsboro
N
A
E
C
O
Morehead City
Beaufort
Otway
CHERRY POINT
R
I
V
E
R
GRAPHIC SCALE IN MILES
N
C
20-0073
AS4108, MCASNR
201010
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DATE:
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DESIGN DIR.
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SUBMITTED BY:
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CHK.
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DR.
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DES.
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CAMP LEJEUNE, NORTH CAROLINA
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MARINE CORPS BASE
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CONST. CONTR. NO.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC.
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SIZE
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CODE IDENT NO.
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SHEET OF
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REPAIR PAVEMENT, AS4108, MCASNR
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LOCATION AND VICINITY MAP
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AS SHOWN
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MATT HORNE
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MATT HORNE
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JENNI REED P.E.
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MATT HORNE
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T. BURTON, PE
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LOCATION MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.
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SCALE: 1" = 6000'
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NORTHEAST CREEK
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LEJEUNE BLVD
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TO WILMINGTON
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VERONA LOOP ROAD
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PADGETT RD
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HAWS RUN RD
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DAWSON CABIN RD
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HIGH HILL RD
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COSTON RD
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CHATEAU RD
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CC RD
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SHEPARD
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RD
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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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LEJEUNE RAILROAD
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CAMP
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SETH
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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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MILL CREEK
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TOWN
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WHITE
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SNEADS
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FERRY
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TARAWA
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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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AREA
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MAGAZINE
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AREA
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HADNOT
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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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CAMP
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GEIGER
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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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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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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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VICINITY MAP - CAMP LEJEUNE, N.C.
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DRAWING INDEX
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NAVFAC DWG NO.
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TITLE
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SHEET NO.
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LOCATION AND VICINITY MAP
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SITE PLAN
AutoCAD SHX Text 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.
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SITE
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PAVING PLAN AND DETAILS
MAT 7
AS4108
AS4148
AS5000
MHD4
MHD6
MHD7
UNK MH
A
S
L
A
S
L
A S
L
G
24''
12''
12''
30''
30''
'6
10''
8''
6''
6''
4''
N
FULL DEPTH REPAIR
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
LOCAL (IAW) CODES.
7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH
ROICC.
8. CONTRACTOR MUST OBTAIN FLIGHT LINE ACCESS FOR ALL EMPLOYEES PRIOR
TO BEGINNING WORK. DRIVING PRIVILEGES MUST BE OBTAINED BY ANY AND
ALL EMPLOYEES THAT WILL BE DRIVING OR OPERATING EQUIPMENT WITHIN
THE FLIGHTLINE FENCE. ADHERE TO ALL RULES AND REGULATIONS THAT
APPLY TO WORKING ON THE FLIGHT LINE.
9. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
10.JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,
HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..
LEGEND
C-1
G
1. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING ASPHALT WHERE
ALL NEW ASPHALT IS TO BE INSTALLED. LEAVE EXISTING ABC STONE INTACT,
WITH EXCEPTION TO THE FULL DEPTH REPAIR AREA. INSTALL ADDITIONAL ABC
STONE IF NEEDED IN AREAS WHERE EXISTING SUBBASE IS THIN. SAW CUT
ALONG THE FENCE LINE SO NOT TO DISTURB THE FENCE.
2. COMPACT EXISTING SUBBASE TO A DENSITY EQUAL TO AT LEAST 95% OF THAT
BY COMPACTING A SAMPLE OF MATERIAL IN ACCORDANCE WITH AASHTO
T99.PERFORM A PROOFROLL TO PROVE STABILITY.
3. ALL ABC GRAVEL IS TO CONFORM TO NC DOT STANDARDS. CONTRACTOR IS
TO PROVIDE ALL PRODUCT DATA, CERTIFICATES, AND TEST REPORTS TO THE
GOVERNMENT FOR APPROVAL.
4. INSTALL A 2" S-9.5B SURFACE COURSE. COMPACT TO MINIMUM DENSITY OF 93%
ON THE MAT AND 90% ON JOINTS. PROVIDE FINISHED SURFACES OF THE
PAVEMENTS WITH NO ABRUPT CHANGE OF
" OR MORE WHEN CHECKED WITH
AN APPROVED 12FT STRAIGHTEDGE. REMOVE AND REPLACE SURFACE LIFT
LOTS WHEN THE SURFACE SMOOTHNESS EXCEEDS
", AT NO ADDITIONAL COST
TO THE GOVERNMENT. HIGH SPOTS CAN BE DIAMOND GROUND AS AN
ALTERNATIVE TO REMOVE AND REPLACE IN ORDER TO MEET SURFACE
SMOOTHNESS REQUIREMENTS AT INDIVIDUAL LOCATIONS.
5. CUT A MINIMUM OF 4 (FOUR) 4" CORES AT RANDOM LOCATIONS TO VERIFY
COURSE THICKNESS AND IN-PLACE DENSITY USING ASTM D5361/D5361M.
6. PROVIDE ALL PRODUCT DATA, CERTIFICATES, AND TEST REPORTS TO THE
GOVERNMENT FOR APPROVAL.
THIS PROJECT CONSISTS OF REMOVING EXISTING ASPHALT THAT IS BEHIND AND
BESIDE AS4108 ON MARINE CORPS AIR STATION NEW RIVER AND REPLACING IT
WITH APPROXIMATELY 6,100 SQUARE YARDS OF NEW ASPHALT INCLUDING A FULL
DEPTH REPAIR AREA APPROXIMATELY 350 SQUARE YARDS. CONTRACTOR SHALL
REMOVE AND DISPOSE OF ALL EXISTING ASPHALT WHERE ALL NEW ASPHALT IS
TO BE INSTALLED. COMPACT THE EXISTING SUBBASE AS PRESCRIBED IN NEW
WORK NOTE 2. ALL NEW ABC STONE MUST CONFORM TO NC DOT STANDARDS.
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ST
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GENERAL NOTES:
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WALL
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NEW WORK NOTES:
AutoCAD SHX Text 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.
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DATE:
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DESIGN DIR.
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SUBMITTED BY:
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CHK.
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DR.
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DES.
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CAMP LEJEUNE, NORTH CAROLINA
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MARINE CORPS BASE
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CONST. CONTR. NO.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC.
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SIZE
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SCALE:
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CODE IDENT NO.
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PWO DRAWING NO.
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SHEET OF
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REPAIR PAVEMENT, AS4108, MCASNR
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SITE PLAN
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AutoCAD SHX Text N40085-20-0073
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AS SHOWN
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MATT HORNE
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MATT HORNE
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JENNI REED P.E.
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MATT HORNE
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T. BURTON, PE
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( IN FEET )
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GRAPHIC SCALE
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ROADWAY CENTERLINE
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OVERHEAD ELECTRIC
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UNDERGROUND ELECTRIC
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WATER MAIN LINE
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FIBER OPTIC
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ELECTRICAL MANHOLE
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CIRCUIT BREAKER
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COMMUNICATIONS SPLICE
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SS
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TELECOMMUNICATIONS
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RISER
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WATER SERVICE LINE
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WATER FIRE PROTECTION LINE
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GLOBE VALVE
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GATE VALVE
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ELECTRICAL DISCONNECT
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SINGLE PHASE TRANSFORMER
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FUSE CUTOUT
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ELECTRIC METER
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TRANSFORMER PAD
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STORMWATER PIPE
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STORMWATER MANHOLE
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STORMWATER INLET
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STORMWATER HEADWALL
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FENCE
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COMMUNICATION MANHOLE
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FIRE HYDRANT
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WASTEWATER GRAVITY MAIN
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SANITARY SEWER MANHOLE
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ROADS/DRIVEWAY/PARKING
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AIRFIELD SURFACE
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BUILDING
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NEW PAVEMENT
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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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FULL DEPTH REPAIR
SCOPE OF WORK:
MAT 7
AS4108
AS4148
AS5000
N
FULL DEPTH REPAIR
2" S 9.5 B SURFACE COURSE
10" COMPACTED ABC STONE
(EXISTING)
COMPACTED
SUBGRADE (EXISTING)
EXISTING ASPHALT
EXISTING ABC STONE
PERIMETER FENCE POST
(APPROXIMATE LOCATION)
SAW CUT
(APPROXIMATE LOCATION)
EXISTING SUBGRADE
NEW 2" S 9.5 B SURFACE COURSE
EXISTING ABC STONE
2" S 9.5 B SURFACE COURSE
10" COMPACTED ABC STONE
COMPACTED
SUBGRADE (EXISTING)
LEGEND
C-2
SAW CUT SECTION VIEW
NOT TO SCALE
NEW PAVEMENT SECTION VIEW
NOT TO SCALE
FULL DEPTH REPAIR SECTION VIEW
NOT TO SCALE
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
LOCAL (IAW) CODES.
7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH
ROICC.
8. CONTRACTOR MUST OBTAIN FLIGHT LINE ACCESS FOR ALL EMPLOYEES PRIOR
TO BEGINNING WORK. DRIVING PRIVILEGES MUST BE OBTAINED BY ANY AND
ALL EMPLOYEES THAT WILL BE DRIVING OR OPERATING EQUIPMENT WITHIN
THE FLIGHTLINE FENCE. ADHERE TO ALL RULES AND REGULATIONS THAT
APPLY TO WORKING ON THE FLIGHT LINE.
9. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.
10.JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF ENVIRONMENTAL,
HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLYING WITH ITS POLICIES AND PROCEDURES RELATED TO EHS MATTERS..
1. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING ASPHALT WHERE
ALL NEW ASPHALT IS TO BE INSTALLED. LEAVE EXISTING ABC STONE INTACT,
WITH EXCEPTION TO THE FULL DEPTH REPAIR AREA. INSTALL ADDITIONAL ABC
STONE IF NEEDED IN AREAS WHERE EXISTING SUBBASE IS THIN. SAW CUT
ALONG THE FENCE LINE SO NOT TO DISTURB THE FENCE.
2. COMPACT EXISTING SUBBASE TO A DENSITY EQUAL TO AT LEAST 95% OF THAT
BY COMPACTING A SAMPLE OF MATERIAL IN ACCORDANCE WITH AASHTO
T99.PERFORM A PROOFROLL TO PROVE STABILITY.
3. ALL ABC GRAVEL IS TO CONFORM TO NC DOT STANDARDS. CONTRACTOR IS
TO PROVIDE ALL PRODUCT DATA, CERTIFICATES, AND TEST REPORTS TO THE
GOVERNMENT FOR APPROVAL.
4. INSTALL A 2" S-9.5B SURFACE COURSE. COMPACT TO MINIMUM DENSITY OF 93%
ON THE MAT AND 90% ON JOINTS. PROVIDE FINISHED SURFACES OF THE
PAVEMENTS WITH NO ABRUPT CHANGE OF
" OR MORE WHEN CHECKED WITH
AN APPROVED 12FT STRAIGHTEDGE. REMOVE AND REPLACE SURFACE LIFT
LOTS WHEN THE SURFACE SMOOTHNESS EXCEEDS
", AT NO ADDITIONAL COST
TO THE GOVERNMENT. HIGH SPOTS CAN BE DIAMOND GROUND AS AN
ALTERNATIVE TO REMOVE AND REPLACE IN ORDER TO MEET SURFACE
SMOOTHNESS REQUIREMENTS AT INDIVIDUAL LOCATIONS.
5. CUT A MINIMUM OF 4 (FOUR) 4" CORES AT RANDOM LOCATIONS TO VERIFY
COURSE THICKNESS AND IN-PLACE DENSITY USING ASTM D5361/D5361M.
6. PROVIDE ALL PRODUCT DATA, CERTIFICATES, AND TEST REPORTS TO THE
GOVERNMENT FOR APPROVAL.
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GENERAL NOTES:
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WALL
AutoCAD SHX Text 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.
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DATE:
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DESIGN DIR.
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SUBMITTED BY:
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CHK.
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DR.
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DES.
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CAMP LEJEUNE, NORTH CAROLINA
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MARINE CORPS BASE
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CONST. CONTR. NO.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC.
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SIZE
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SCALE:
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AutoCAD SHX Text 80091
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CODE IDENT NO.
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PWO DRAWING NO.
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SHEET OF
AutoCAD SHX Text 20-0073
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REPAIR PAVEMENT, AS4108, MCASNR
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PAVING PLAN AND DETAILS
AutoCAD SHX Text 60033001
AutoCAD SHX Text N40085-20-0073
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AS SHOWN
AutoCAD SHX Text 05-20-0039
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MATT HORNE
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MATT HORNE
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JENNI REED P.E.
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MATT HORNE
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T. BURTON, PE
AutoCAD SHX Text 01/04/21
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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ROADWAY CENTERLINE
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FENCE
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ROADS/DRIVEWAY/PARKING
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AIRFIELD SURFACE
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BUILDING
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NEW PAVEMENT
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FULL DEPTH REPAIR
NEW WORK NOTES:
| 20-0073 Repair Pavement AS4108 MCASNR-T1 |
| Sheets and Views |
| T1 |
| 20-0073 Repair Pavement AS4108 MCASNR-C1 |
| Sheets and Views |
| C1 |
| 20-0073 Repair Pavement AS4108 MCASNR-C2 |
| Sheets and Views |
| C2 |
File details come from the government source that posted it. Updated .