08_CW111 R2.pdf
PDF 1 MB Posted
- Solicitation number
- W912GB21R0029
- Issued by
-
Department of the Army European Command
About this file
This document package includes construction drawings and specifications for utility infrastructure improvements, as well as a related solicitation notice. The construction drawings depict plans and sections for concrete walls, beams, slabs, and other structural elements for a new domestic water, fire protection, and sanitary sewer system. Reinforcement details and notes are provided. The solicitation seeks proposals for utility modernization work at Chievres Air Base in Belgium under solicitation number W912GB21R0029. A pre-proposal site visit will be held at a date to be determined in June 2021, with registration required by June 18. The work includes upgrades to water, fire protection, and sewer systems to support base operations at the Army installation.
View the file
Other files
Show all 46
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
INT FACE OF CONC
WALL/BEAM PER PLAN
SS GRATING PER PLAN
UBN 200 LEDGER PER PLAN
HEADED THREADED ROD
Ø16mm @ 600mm OC.
LOCATE 100mm FROM
END OF C200 AND 300mm
FROM BEAM SUPPORTS
BEAM PER PLAN
W/ STIFF PL10
BEAM PER PLAN
LEDGER TO WALL CONN
SCALE: 1:10
C7
LEDGER PER PLAN
W/ STIFF PL10
TYP STEEL FRAMING DETAILS
SCALE: 1:10
C9
(2) M20 BOLTS
BEAM TO LEDGER BEAM TO BEAM
(2) M20 BOLTS
TRAP DOOR FRAME
SCALE: 1:10
B5
CONT L76x76x9.5
W/ HSA 16MMØ x 150mm
@ 1000mm OC, 76mm
FROM EDGE. TYP AT
PERIMETER OF SHAFT
TRAP DOOR
INSTALL PER MFR
3 SIDES
BEAM PER PLAN W/
40 mm HORIZ LSL
3 SIDES
M I N
SEE NOTE 2
PER PLAN
℄ SPLICE℄ SPLICE
SEE NOTE 2
T/ SLAB
FLOOR SLAB BAR SPLICE DETAIL
SCALE: 1:20
A7
TYP WALL
REINF PER
TYP WALL
REINF PER
W/ STD HOOKS
T Y
P
TYP WALL CORNER REINF - PLAN
SCALE: 1:20
C5
A1
CW111
WALL B'OUT REINF
SCALE: 1:20
A5
T
Y
P
TYP WALL
REINF PER
A1
CW111
TRIM BARS Ø16 x1000
AROUND B'OUT
EA REINF LAYER
ADDL REINF AROUND
B'OUT TO MATCH
TYP WALL REINF
NOTES:
1. STAGGERED SPLICES:
BAR SPLICES INDICATED AS
STAGGER ALTERNATE BAR SPLICES AS INDICATED ON PLAN .
2. LAP SPLICE PER SCHEDULE ON SHEET CW002.
#25 @ 250 OC, TYP
NOTES:
1. VERTICAL REINFORCEMENT SHALL BE CONTINUED FROM FOOTING TO
STRUCTURAL FLOOR OR TOP OF CONCRETE, UNLESS OTHERWISE NOTED.
HORIZONTAL BAR SHALL BE EQUALLY SPACED FROM TOP OF FOOTING TO
TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR
MAXIMUM 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS.
2. CORNER BARS ARE OF SAME DIAMETER AND SPACING AS HORIZONTAL
WALL REINFORCEMENT.
PLAN - MAT SLAB
SCALE: 1:50
E1
8 000
T&B REINF PER
600 600
9 200
PLAN - TOP SLAB
SCALE: 1:50
E8
3 500
FND SLAB 600 mm
ALL PERIMETER WALLS:
REFER TO
FOR REINF SIZE & SPACING
2 000
SLOPE DOWN
S L
O P
E
D O
W N
REINFORCEMENT SECTION
SCALE: 1:50
A1
EL. 50.04
EL. 54.34
EL. 46.54
A1
CW111
PLAN - MIDDLE SLAB
SCALE: 1:50
E5
TOP
REINF
PER
CONC WALL 500 mm
THICK @ MAN HOLE
CONC SLAB 600 mm
THICK, TYP
A1
CW111
DOUBLE LEAF
TRAPDOOR
CONC WALL
600 mm THICK
BACKFILL
SEE **
600 4002 000
MAT SLAB
MIDDLE SLAB
SS GRATING PLATFORM
S L O
P E
D O
W N
SS 304 GRATING TO
SUPPORT 5 kPa
BY OTHERS
CONST
JOINT, TYP
Ø22 @ 250, TYP
Ø22 @ 250, TYP
A1
CW111
WATERSTOP, TYP
WALL DRAIN
PER CIVIL, TYP
SHAFT
IBE 200
T Y
P
C5
CW111
C7
CW111
C9
CW111
TYP
TYP
C7
CW111
80 CLR
TYP
C
L R
T Y
P
80 CLR
TYP
C7
CW111
TYP
EL. 51.54
EL. 50.45
EL. 50.15
PIPE B'OUT
REINF PER
PROVIDE
WATERSTOP TO
ENSURE WATER
TIGHTNESS,
COORD W/
OTHER TRADES
A5
CW111
IBE 200
IBE 200I
B
E
I B
E
UBN 200
UBN 200
U B
N
U B
N
SEE *, TYP
B5
CW111
TYP
M I N
Ø22 @ 250 OC EF
Ø22 @ 250 OC T&B, TYP
Ø19 @ 250 OC
(BEAMS)
Ø22 @ 250 OC T&B, TYP
Ø22
Ø22
@ 250 OC, TYP
Ø13 @ 300 OCØ13 @ 300 OC
MATCH VERT
REINF, TYP
Ø22 @ 250
VERT, TYP ALL
PERIMETER
WALLS
* PROVIDE COMPLETE WATERPROOFING
SYSTEM TO ASSURE THAT WATER DOES
NOT COME INTO CONTACT WITH CONC
** COMPACTING OF BACKFILL TO BE
PERFORMED BY HAND COMPACTION
SEE *, TYP
Ø22 @ 200
HORIZ, TYP ALL
PERIMETER
WALLS
A1
CW111
TIES Ø13 @ 250 OC W/ BEAM
(BTWN MAT SLAB & MIDDLE SLAB), TYP
TYP VERT WALL REINF
A1
CW111
BOT REINF PER
A1
CW111
2 000 MIN 2 000 MIN
EXT FACE OF
WALL BELOW
C
L R
T Y
P
(3) Ø22 T&B
600 900
PLAN NOTES:
1. GROUND COVER SHALL BE DETERMINED BY GENERAL SITE FILL MATERIAL AND CLIMATIC CONDITIONS. (GROUND COVER MUST BE
MAINTAINED AT MAXIMUM 150mm HEIGHT).
2. DESIGN SOIL DATA (ASSUMED). TO BE VERIFIED WITH GEOTECHNICAL ENGINEER PRIOR TO IFC:
A. DESIGN SOIL BEARING PRESSURE 230 kPa
B. DESIGN DYNAMIC RESPONSE FACTOR (SOIL BEARING)
C. DESIGN LATERAL SOIL PRESSURE COEFFICIENT
a. UNRESTRAINED 1.68 kPa
b. RESTRAINED 2.98 kPa
D. DESIGN COEFFICIENT OF FRICTION (CONCRETE ON SOIL) 0.4
E. MODULUS OF SUBGRADE REACTION 44 MN/m³
F. PASSIVE PRESSURE 55 kN/m³
4. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED SHORING INCLUDING DESIGN AND DEWATERING.
IBE 200
CONC SLAB 500 mm THICK
Ø22
Ø19 @ 300 OC
IBE 200
U B
N
Ø22 @ 250 mm OC EW
T&B. HOOK TOP BARS
NOTE:
MAXIMUM ALLOWABLE
EQUIPMENT LOAD = 40 kN.
CONTRACTOR TO COORDINATE.
A1
CW111
ROUGHEN TO 7mm AMPLITUDE W/
CONC BONDING AGENT SUCH AS
SIKADUR 32 HI-MOD OR SIMILAR
SEE *, TYP INSIDE
THE TANK
EU
FE
MIO JOSE R. TORRES JR.ST
AT
E OF WASHINGTON
REGISTERED
PROFESSIONAL ENGIN
EE
R45900
BID OPTION 3
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
T
N
O
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
O
F
E
N G
I N
E E
R S
W S
P
U
A
I n c
S u i t e
F e d e r a l
W a y
W
A
T E
L t h v e n u e o u t h
D I M
E N
S I O
U
D
A T
E
N R
T
L E
H
J K
M
N R
T
W E
T
W
E L
L
P
L A
D
E C
T I O
N S
CW111
READY TO ADVERTISE
U T
I L I T
Y
R
E P
A
R
O
J E
C T
D O
M E
S T
W
T
E R
F
I R
E
P
R O
T E
C T
I O
N
S
A N
I T
A R
Y
S
E W
Y S
T E
M S
W G
B F
E U
R O
D
S
T R
I C
T
W I E
S B
A D
E N
G
E R
M A
N Y
A P
O
A
E
W G
B D
A
A p r i l
| Sheets and Views |
| 08_CW111 |
File details come from the government source that posted it. Updated .