B.08 - Structural Drawings.pdf
PDF 6 MB Posted
- Solicitation number
- W9127N21B0002
About this file
This document contains structural drawings and specifications for a federal construction contract opportunity for fish guidance efficiency gatewell improvements at Bonneville Dam along the Columbia River. The contract opportunity is solicitation number W9127N21B0002 from the U.S. Army Corps of Engineers, Portland District, and involves improvements to slots A, B, and C including demolition and forming of new concrete structures. The estimated value of the project is between $1 million and $5 million. Bids for the work were due on November 16, 2020. The drawings depict existing conditions and specify requirements for new concrete forms, reinforcement, and construction details.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04 - signed Abstract - 7N21B0002 (002).pdf | ||
| 20201029_BN2_FGE_PreBidWebex_Attendance.docx | DOCX document | |
| B.08 - W9127N21B00020001.pdf | ||
| B.08 - 20201029 Prebid Virtual Site Visit.pptx | PPTX presentation | |
| B.08 - Informational Drawings.pdf | ||
| B.08 - W9127N21B0002.pdf |
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Text version
DECK ACCESS BRIDGE
ELEV. 90 INTAKE
060' 60'
SCALE: 1"= 60'
BULKHEAD SLOT
HEADGATE SLOT
INTAKE DECK EL 90.0'
ACCESS
WORK
PROJECT
WORK
MANDATORY
WORK
OPTIONAL
STAGING AREA
OPTIONAL WORK
AND SUBJECT TO CHANGE
18 ARE OPTIONS IN THE CONTRACT
WORK IN UNITS 11, 12, 13, 14, 16, 17 AND
WORK IS BEING PERFORMED IN SLOT C
WORK IS IN SLOTS A AND B ONLY. NO
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DOWNSTREAM POOL
COLUMBIA RIVER
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EL 55.0'
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UNIT 18 UNIT 17 UNIT 16 UNIT 15 UNIT 14 UNIT 13 UNIT 12 UNIT 11
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SCALE: 1"= 60'
WORK AND STAGING AREA
C B A
PORTLAND DISTRICT
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1SCALE: 1
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1SCALE:
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1'-6"
EXIST. REINF.
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PER SECTION, TYP
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PER SECTION, TYP
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#5 STIRRUPS @
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ONLY END BARS SHOWN FOR CLARITY.2.
STIRRUPS AND HOOKS NOT SHOWN FOR CLARITY.1.
NOTES:
ONLY TOP MAT SHOWN FOR CLARITY.2.
STIRRUPS AND HOOKS NOT SHOWN FOR CLARITY.1.
NOTES:
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SECTION 03 31 01.00 25.
SHALL BE ROUGHENED AND CLEANED AS NOTED IN SPECIFICATION
PRIOR TO CASTING OF NEW CONCRETE, THE CONTACT SURFACE 3.
LAP SPLICE.
REFER TO GENERAL NOTES FOR CONCRETE STRENGTH AND2.
FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.1.
NOTES:
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CONCRETE WITH
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DEMOLITION PLAN
REFER TO SD001 FOR
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SCALE: 1/2"=1'-0"
PLAN - SLOT A
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SCALE: 1/2"=1'-0"
ELEVATION
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SECTION
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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54321
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DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
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BEAM BELOW
FACE OF EXIST.
BEAM BEYOND
TOP OF EXIST.
BEAM
CONCRETE
EXISTING
JOINT
CONSTRUCTION
EXISTING
ONLY END BARS SHOWN FOR CLARITY.2.
STIRRUPS AND HOOKS NOT SHOWN FOR CLARITY.1.
NOTES:
ONLY TOP MAT SHOWN FOR CLARITY.2.
STIRRUPS AND HOOKS NOT SHOWN FOR CLARITY.1.
NOTES:
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SECTION 03 31 01.00 25.
SHALL BE ROUGHENED AND CLEANED AS NOTED IN SPECIFICATION
PRIOR TO CASTING OF NEW CONCRETE, THE CONTACT SURFACE 3.
LAP SPLICE.
REFER TO GENERAL NOTES FOR CONCRETE STRENGTH AND2.
FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.1.
NOTES:
TYP
3" CLR
TYP
3" CLR
CLR
5"
11"
2'-4"VARIES 10"
T Y
P U
N O
C L
R
PER SECTION, TYP
LONGIT. BARS
CONCRETE
EXISTING
MIN. 18" EMBED.
CONCRETE WITH
EPOXIED TO EXIST.
W/ STD HOOK. DRILLED AND
#5 DOWELS @ 12" OC
EXIST. BEAM
FACE OF
EXIST. REINF
(10 LOCATIONS)
W/ STD. HOOK EA END
CONT. #5 LONGIT BARS
DEMOLITION PLAN
REFER TO SD001 FOR
CORBEL
NEW CONCRETE
3/4" CHAMFER, TYPMAX, TYP
@ 12" OC
#5 STIRRUP
PER SECTION, TYP
LONGIT. BARS
A D
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S-504
C
SCALE: 1/2"=1'-0"
PLAN - SLOT B
S-504
D
SCALE: 1/2"=1'-0"
ELEVATION
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SCALE: 1 1/2"=1'-0"
SECTION
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P L
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C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D A
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DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$
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