PPI_02b_-_Pages_from_P705_-_IFC_Civil_Drawings_-_032513-2.pdf
PDF 2 MB Posted
- Attached to
- P680 CH-53K CARGO LOADING TOWER
- Solicitation number
- N4008519R9102
About this file
This notice provides details for a federal construction solicitation for a Design-Build project to construct a P680 CH-53K Cargo Loading Tower at Marine Corps Air Station New River in North Carolina. The project involves construction of a 9,795 square foot high-bay facility to house an operations trainer and support CH-53K Helicopter Pilot and Crew Chief training. Key requirements include a deep pile foundation, grade beams, reinforced concrete slab, CMU exterior walls, standing seam metal roof, high-bay roll-up doors, concrete drive aprons, overhead crane, compressed air drops, grounding points, clerestory windows and LED lighting. The facility will also include two Advanced Aircrew Training Devices and a hydraulic fluid power system. The estimated value is between $5 million to $10 million. The solicitation will be issued on May 1, 2019 via the Navy Electronic Commerce Online website. The NAICS code is 236220 and small businesses are ineligible due to lack of sufficient qualified small businesses. The Department of the Navy Naval Facilities Engineering Command is the issuing agency.
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Text version
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IN
V.
H D
W L.
C O N C
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ALUMINUM BLDG.
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INV. 18" (NE) = 13.53
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INV. 30" = 12.36
BP
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CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
OF
EPROJECT NO.:
Mortenson construction
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803726
NORFOLK, VA 23510
101 W. MAIN STREET, SUITE 900
N40085-12-C-7722
DOSS COMER
2/14/13
DES CEC BMSCEC
PROJECT MANAGER T. L. MULLEN
L.K. SHERFEYIPT TECH. BRANCH HEAD
CHIEF ENG/ARCH B. ABBOT
A
NI
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No. 22780
15x15
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FUTURE APRON EXPANSION
(NIC)
8"SAN
270LF
KEY NOTES:
GRAPHIC SCALE:
0 25’ 50’25’
1" = 25’
AS NOTED
SCALE: 1 IN. = 25 FT.
SHEET NOTES:
M A
T C
H L
IN
E S
H E
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U
MATCHLINE SHEET CU103
CU101
MATCHLINE SHEET CU102 (INSET A)
C3
C-601
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IT
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IL
IT
Y
A N
SITE UTILITY PLAN
A3
C-507
TYP
A5
C-505
A3
C-601
TYP
A2
C-505
TYP
A5
C-604
A2
C-601
TYP
B2
C-601
C2
C-601
ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
PLAN AND NOTES.
REFER TO SHEET C-002 & C-003 FOR SURVEY CONTROL
REFER TO SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
A5
C-506
B4
C-603
TYP
8 10
4 2
C2
C-601
A3TYP
NORTHING EASTINGPT. NO.
352355.86 2464120.22
352380.99 2464144.50
352315.66 2464239.26
352420.79 2464102.96
352431.09 2464092.79
352496.23 2464124.95
352601.09 2464127.69
352613.02 2464128.97
C-507
1 352480.42 2464398.44
352557.98 2464176.97
A2
C-601
TYP
CONNECTION
EMERGENCY PUMP
INV(SE)=13.00
INV(S)=13.00
BOTTOM=8.0
RIM=22.30
NEW PUMP STATION (5’DIA)
RIM=22.30
NEW VALVE VAULT (5.0’DIA)
INV=16.45
RIM=22.60
NEW SS M.H. (AIRFIELD)
SAN INV (SW)18.73
INV(SE)=19.23
INV(NW)=19.27
TOP=22.25
NEW AAFF DIVERTER VALVE
A2
C-601
TYP
SANITARY MANHOLE, NCDOT STD.
RWH WETWELL
BACK UP SERVICE CONNECTION (SEE PLUMBING)
RAINWATER HARVESTING 1-1/2"
TREATMENT HOTBOX
RAINWATER HARVESTING VALVE &
WASH RACK DIVERTER VAULT
SANITARY SEWER CONNECTION
AFFF DIVERSION VAULT
CONNECTION (160 gpm @ 89 TDH)
PUMP STATION, VALVE VAULT AND EMERGENCY PUMP
8"x6" TEE
SANITARY SEWER FORCE MAIN
RAINWATER HARVESTING PRETREATMENT STRUCTURE
W/ 8"x8" TAPPING SLEEVE VALVE
CONNECT 8" WATER SERVICE TO 8" EXIST. MAIN
OIL-WATER SEPARATOR (50 gpm)
RAINWATER HARVESTING SYSTEM
SANITARY MANHOLE, AIRFIELD TYPE
FIRE HYDRANT ASSEMBLY
VALVE WITH VALVE BOX
WASHRACK YARD HYDRANT
B5
C-603
B5
C-603
INV(N)=15.30
INV=(SW)=16.75
INV(SE)=15.30
RIM=21.50
NEW SS M.H. (NCDOT STD.)
VALVE INV=17.08
TOP=21.80
NEW DIVERTER VALVE
INV=14.67
RIM=21.80
NEW SS M.H. (NCDOT STD.)
C E
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RIM=23.00
NEW SS M.H. (NCDOT STD.)
A S I
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12644662
12/11/12
-7
A
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N A
N C
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A N
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N D A
P R
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A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
M M
A N
D
DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
OF
EPROJECT NO.:
Mortenson construction
J A
C K
S O
N V
IL
L E
W
R
IV
E R
N A
V
C
IL
IT
G
IN
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IN
IA
803726
NORFOLK, VA 23510
101 W. MAIN STREET, SUITE 900
N40085-12-C-7722
DOSS COMER
2/14/13
DES CEC BMSCEC
PROJECT MANAGER T. L. MULLEN
L.K. SHERFEYIPT TECH. BRANCH HEAD
CHIEF ENG/ARCH B. ABBOT
A
NI
LORAC HTU
O S
R E
E N I
G N
E
ANOISSEFORP
S
N E
C I
L
NETSLRAC .E REHP
OT
SI
R
H C
No. 22780
AS NOTED
C-507
5’-0"
12" MIN CRUSHED STONE
12" MIN CRUSHED STONE
NOT TO SCALE
A3
NON-CLOG SUBMERSIBLE PUMP STATION & VALVE VAULT DETAIL
NOT TO SCALE
NOT TO SCALE
FORCE MAIN CONNECTION DETAIL
A5
PLAN VIEW
12’-0" 6’-0"
EMERGENCY PUMP CONNECTION
NOT TO SCALE
PUMP STATION NOTES
PIPE SCHEDULE
18" CONCRETE BASE DEPTH
P U
A T
IO
T A
IL
S
PS#1 W
(EC)
SUBMERSIBLE NON-CLOG PUMP
PEDESTAL AND RED ALARM LIGHT
DUPLEX CONTROL PANEL WITH WIRING
TENSION WIRE
(TYP.)
W/ LIFT BAIL
STAINLESS STEEL LIFT-OUT CHAIN
W/ LIFT BAIL
STAINLESS STEEL LIFT-OUT CHAIN
SECURE TO BASIN WALL
" GALVANIZED RODS2
1(2)
BASIN
GUIDE RAIL, 2 PIPES
FILLET
RAIL SUPPORT CASTING
DISCHARGE REDUCING ELBOW &
SUPPORT (AS REQ’D)
INTERMEDIATE RAIL
EXTENDED MONOLITHIC BASE
WATER TIGHT SEAL TYP
FLOAT SUPPORT BRACKET
FINISHED GRADE
ALUMINUM ACCESS HATCH
DOUBLE LEAF HINGED
VALVE VAULT
PRECAST CONCRETE
BRONZE PLUG
2" GATE VALVE AND
2" AIR RELEASE W/
4" FORCE MAIN
CONCRETE SUPPORT (TYP)
FINISHED GRADE
D D
A
SECTION
MATCH CROWNS
FORCE MAIN
ACCESS HATCH 4’-0" SQUARE
HINGED ALUMINUM ACCESS HATCH
EMERGENCY PUMP CONNECTION
8" INFLUENT PIPE
(TYP FOR 2)
MON CLOG SUBMERSIBLE PUMP
ACCESS HATCH 4’-0" SQUARE
HINGED ALUMINUM ACCESS HATCH
LOCK AND DUST COVER
4" QUICK COUPLER WITH SAFETY
4" = 90 BEND (FLANGE-QUICK COUPLER)
o
4" DUCTILE IRON (M.J.-FLANGE)
4" GATE VALVE
4"x4" TEE
4" FORCE MAIN
4" - 90^ BEND (M.J.)
32^ SQ. THRUST BLOCK
VALVE BOX
NOTE
GRADE
MECHANICAL, RESTRAINED JOINTS VELOW
CONNECTION SHALL BE DUCTILE IRON
PIPE AND FITTINGS FOR EMERGENCY PUMP
K
J
H
G
F
E
D
C
B
A
4 FLANGE TO PLAIN END PIECE3"
4"
4"
4"
4"
4"
4"
4"
2"
4"x4"
FLANGE TO PLAIN END PIECE
FLANGE TO FLANGE PIECE
90^ FLANGE BEND
MECHANICAL JOINT SLEEVE
FLANGE CHECK VALVE
FLANGE GATE VALVE
FLANGE TEE
TAPPED FLANGE
DRAIN PIPE WITH P-TRAP
PUMP SELECTION
TOP OF PUMP STATION ELEV = 22.4
GROUND ELEV = 22.0
HIGH WATER ALARM ELEV = 12.5
TURN ON TWO PUMPS ELEV = 11.5
TURN ON ONE PUMPS ELEV = 10.5
TURN OFF PUMP ELEV = 9.0
BOTTOM OF PUMP STATION ELEV = 8.0
PROVIDE EXPLOSION PROOF MOTOR WITH SUBMERSIBLE NONCLOG PUMP
MAX. SPEED: 1150 RPM
REQUIRED : 101 GPM @ 22 FT., 2 HP, 480 V, 3 PH
SANITARY MANHOLE
MH AS0053
PROVIDE FLOATS ON SINGLE STAINLESS STEEL CHAIN.
NO ELECTRICAL JUNCTION BOXES IN THE WET WELL.
MANUFACTURER FOR THIS PARTICULAR PROJECT.
PROVIDE ANTI-FLOTATION MEASURES AS REQUIRED BY
COATING ON THE INTERIOR.
SPECIFIED. IF CONCRETE IS PROVIDED, INCLUDE EPOXY
OR PRECAST CONCRETE BASIN WITH CONCRETE FILLETS, AS
PROVIDE EITHER FIBERGLASS BASIN WITH FIBERGLASS FILLET
SUPPORT FOR WINCH ASSEMBLY
PROVIDE WINCH AND PIVOTING
8" INFLUENT PIPE
INFLUENT (2) INVERT ELEV = 13.0
12644674
12/11/13
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