Attachment 1 - Plans - Amendment 0001.pdf
PDF 45 MB Posted
- Solicitation number
- W912P922R0001
About this file
This document provides details on a federal solicitation for construction services. The U.S. Army Corps of Engineers, St. Louis District is seeking a firm to construct two pump stations and two relief wells for the Wood River Levee District. Interested parties should review all attachments for full information. Questions regarding the solicitation are due to Whitney Dee by a specified date, and proposals should be submitted to both Angie Grimes and Whitney Dee by the stated due date. Whitney Dee will be out of the office during the proposal period, so proposals sent only to Whitney may not be received. The Department of the Army Corps of Engineers, St. Louis District is the issuing agency.
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0.5"
1" MIN
WINGWALLS.
BENEATH CONCRETE
BEDDING MATERIAL
PLACE 6" COMPACTED
1' 0"
3' 8.5"
5' 1.5"
8"
1' 0"
B2
SEPARATION, TYP
CONCRETE FOR JOINT
INTAKE CHANNEL AND NEW
PLACE MATERIAL BETWEEN
SHOWN FOR CLARITY
WELL SCREEN COVER NOT
RELIEF WELL RISER
A1
A2
CHANNEL. MINIMUM GRADE = 0.05
STANDARD V-SHAPED CONCRETE
HEADWALL
DRAIN AWAY FROM
MOUND BACKFILL TO
APPRX. 2' 0" TYP.
C-503
C-503
A1
GENERAL SHEET NOTES
2' 4'0 1'
2' 4'0 1'
RELIEF-WELL DRAINAGE
PLAN - STEEP-SLOPE
12", MAX.
6", MIN.
EMBEDMENT
12" MIN TOE
C1
ELEVATION - STEEP-SLOPE RELIEF-WELL DRAINAGE
" = 1'-0"2
1SCALE:
" = 1'-0"2
1SCALE:
TYP
BOTTOM OF CONCRETE CHANNEL,
GEOTEXTILE BENEATH CONCRETE
PLACE 6" BEDDING MATERIAL AND
INTAKE CHANNEL
REINFORCEMENT PLAN
FOR STANDARD CHANNEL
SEE DETAIL B1 ON SHEET C-503
REINFORCEMENT PLAN
FOR TRANSITION CHANNEL
SEE DETAIL C2 ON SHEET C-503
REINFORCEMENT PLAN
FOR TRANSITION CHANNEL
SEE DETAIL C2 ON SHEET C-503
ROUND SHARP EDGES, TYP
CHANNEL BOTTOM, TYP
EXISTING GRADE, TYP
TOP OF CHANNEL FOLLOWS
CHANNEL
STANDARD DRAINAGE
TRANSITION FROM SLAB TO
B2
WATERSTOP JOINT DETAIL
SCALE: 3" = 1'-0"
SEALANT AND BACKING ROD
CONCRETE
PRIOR TO POURING NEW CHANNEL
EXISTING CONCRETE CHANNEL/SLAB
ADHERE HYDROPHILIC WATERSTOP TO
EXISTING CONCRETE/SLAB
EXPANSION JOINT, TYP
" SPONGE-RUBBER 2
1 NEW CONCRETE CHANNEL
VARIES
EDGES, TYP.
ROUND SHARP
JOINT MATERIAL, TYP
" SPONGE-RUBBER EXPANSION 2
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APPRX 2'
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INTERLOCK WITH SUBSURFACE SOIL.
WING WALLS SHALL BE COMPACTED TO ENSURE MAXIMUM
CONCRETE FOR WINGWALLS. BEDDING MATERIAL FOR
CAST-IN-PLACE CONCRETE BEDDING, EXCEPTING
1. GEOTEXTILE SHALL BE PLACED BENEATH ALL
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TRASHRACK DETAIL
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(DOWNSTREAM)
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MC12X31
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MC12X31
MC12X31
/2
2"
2"
AND TO SIDE CHANNELS
WELD TO ALL BARS
1/2" X 1" STEEL BAR
SPACER BAR
LATERAL BRACING
SCALE: 1"=1'-0"
SCALE: 1"=1'-0"
SCALE: 1"=1'-0"
(T
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(T
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ANCHOR BOLT HOLES
(CJP) (TYP)
PENETRATION WELD
COMPLETE JOINT
4"4"
CJP WELD (TYP)
HORIZONTAL MC12, PROVIDE
MC12 TO FIT INSIDE
COPE WEB OF VERTICAL
400.
UPPER AND LOWER RACKS HAVE SAME DIMENSIONS. SEE DETAIL A2 ON SHEET S-7.
SEE S-400 FOR TRASHRACK ANCHORAGE DETAILS.6.
TOTAL OF 4 SECTIONS REQUIRED, 2 FOR EACH PUMP STATION.5.
ALLOWS FOR 1/16" CORROSION OF TRASHRACK BARS EACH SIDE.4.
TRASHRACK LIFTING WEIGHT APPROXIMATELY 3,750 POUNDS.3.
NOTE 5 ON SHEET S-001.
TRASHRACK SECTIONS SHALL BE GALVANIZED PER GENERAL STRUCTURE STEEL 2.
PENETRATION WELD, UNLESS NOTED OTHERWISE.
ALL WELDS SHALL BE 3/16" FILLET WELD ALL AROUND OR COMPLETE JOINT 1.
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| M-WR-18_G-002 |
| M-WR-18_C-100 |
| M-WR-18_C-101 |
| M-WR-18_C-120 |
| M-WR-18_C-121 |
| M-WR-18_C-122 |
| M-WR-18_S-401 |
| M-WR-18_R-701 |
| M-WR-18_R-702 |
| M-WR-18_R-703 |
| M-WR-18_R-704 |
| M-WR-18_R-705 |
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