08_CW110 R2.pdf
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- Solicitation number
- W912GB21R0029
- Issued by
-
Department of the Army European Command
About this file
This solicitation is for a utility modernization project at Chievres Air Base in Belgium. The U.S. Army Corps of Engineers is requesting proposals to modernize domestic water, fire protection, and sanitary sewer systems at the base. A pre-proposal site visit will be held at a date and time to be determined, with interested firms required to register no later than June 18, 2021 at 1500 CEST. Proposals are due in response to solicitation number W912GB21R0029. The selected contractor will be responsible for upgrading and repairing utility systems to serve Chievres Air Base.
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Text version
Ø25 @ 250mm OC EW T&B
DRILLED PIER - SECTION
SCALE: 1:20
A6
ANCHOR BY TANK SUPPLIER.
CONTRACTOR TO COORDINATE
LOCATION W/ RESPECT TO PIER REINF
Ø12 @ 300mm OC
C
L R
T Y
P
SUB BASE. PREPARE &
COMPACT PER GEOTECH
RECOMMENDATION
DRILLED PIER PER
PIER REINF PER PLAN
CONTRACTOR TO
SUBMIT SHOP
DRAWINGS PRIOR TO
INSTALLATION
TOF
EL PER PLAN
P E
R
T
A N
K
D
E S
I G
N E
R
℄ PIER
80 CLR
TYP
m m
M
I N
C O
O R
D
W
G
E O
T E
C H
BOT SHAFT
D6
CW110
TYPICAL SLAB EDGE SECTION
SCALE: 1:10
F3
P E
R
P
L A
N
FIN GRADE
PREMANUFACTURED
BLDG BY OTHERS
ANCHOR BY BLDG
MFR, TYP
CONSTRUCTION JOINT
SCALE: 1:10
E1
SMOOTH UNBONDED
DOWEL 20x600mm @
300mm OC T&B
P E
R
P
L A
N
PUMP HOUSE FND PAD
PER PLAN W/ REINF PER
TANK FND PAD PER PLAN
W/ REINF PER
FILL JOINT W/ SEMI RIGID
FILLER W/ CORROSION
PROTECTIVE PROPERTIES
P E
R
P
L A
N
A1
CW110
A6
CW110
CJ
PER PLAN
PUMP HOUSE FND PAD
PER PLAN W/ REINF PER
P E
R
P
L A
N
A1
CW110
PER MECH
100 MIN
COORD W/ MECH
EQUIP PER MECH
150 MIN
TYP
TYPICAL EQUIPMENT PAD
SCALE: 1:10
F6
MIN
C
L R
L R
PUMP HOUSE FND PAD
PER PLAN W/ REINF PER
A1
CW110
Ø16
@ 300mm OC EF
80 CLR
TYP
Ø13 @ 300mm OC
CONT HORIZ
BARS EF
Ø13 @ 300mm OC EW
Ø13
@ 300mm OC EW
AB IN EPOXY ADHESIVE
DRILLED PIER - PLAN
SCALE: 1:10
D6
℄ PIER
Ø
Ø10 SPIRAL W/
150 mm PITCH
DRILLED PIER
(12) DBL Ø36
(24 TOTAL)
Ø20 @ 200 mm OC EW T&B
80mm EDGE DISTANCE
FOOTPRINT OF
PUMP HOUSE
FOOTPRINT OF FIRE
WATER TANK CTR
ON FND PAD
FOUNDATION PAD - PLAN
SCALE: 1:150
A1
REINF CONC
FOUNDATION PAD
1500mm THICK
F3
CW110
PILE 800mm Ø,
(36) AT EA FND PAD,
TYP
TYP EQUIPMENT
PAD PER
REINF CONC FND PAD
300mm THICK
18 000
E1
CW110
E1
CW110
A6
CW110
A6
CW110
TYP
3 000
TYP
1 500
TYP
PUMP HOUSE
(1 422 kN)
CJ
CJ
8 380
9 350 MIN 7 700 9 350 MIN ℄ TANK℄ TANK
F3
CW110
F6
CW110
TYP
NOTES:
1. FINAL DESIGN OF FOUNDATIONS AND PILE LAYOUT SHALL BE DETERMINED BY
THE CONTRACTOR. CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS
FOR APPROVAL PRIOR TO CONSTRUCTION.
2. ASSUMED TANK LOADING (CONTRACTOR TO VERIFY):
WEIGHT OF TANK+WATER: 15 150 kN
SEISMIC BASE SHEAR: 3 225 kN
SEISMIC MOMENT AT THE TOP OF THE FOUNDATION12 305 kN·m
F6
CW110
TANK
EU
FE
MIO JOSE R. TORRES JR.ST
AT
E OF WASHINGTON
REGISTERED
PROFESSIONAL ENGIN
EE
R45900
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US Army Corps of Engineers
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