PLANS_18B0030.pdf
PDF 5 MB Posted
- Attached to
- Mill Creek Intake Canal Baffle Replacement Federal contract opportunity
- Solicitation number
- W912EF18B0030
About this file
Plans W912EF18B0030 MLC-Intake canal baffels
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Opening_Worksheet.pdf | ||
| Site_Visit_Attendee_List.pdf | ||
| W912EF18B0030-0001.pdf | ||
| W912EF18B0030_MLC_Intake_canal_baffles.pdf |
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HIGHWAY 12
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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G-001 project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF STRUCTURAL DESIGN SECTION
MATTHEW ZANGER, R.A.
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INTAKE CANAL BAFFLE REPLACEMENT
WALLA WALLA, WASHINGTON
MILL CREEK FLOOD CONTROL PROJECT
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VEHICLE RAMP ONE BLOCK PARTIALLY
COVERED ONE BLOCK PARTIALLY COVERED
VEHICLE RAMPS ONE BLOCK COMPLETELY
PUBLIC OUT OF WORK AREA SEE NOTE 3
PROVIDE FENCING AND SIGNAGE TO KEEP
PUBLIC OUT OF WORK AREA SEE NOTE 3
PROVIDE FENCING AND SIGNAGE TO KEEP
SEE NOTE 1
TYPICAL BAFFLE BLOCK
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REF
G-001
SITE PLAN - INTAKE CANAL
TO
ROOKS
PARK
TO
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DI
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DAM
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01.00 28 FOR ADDITIONAL REQUIREMENTS.
THE SAFETY AND WELL-BEING OF THE PUBLIC. SEE SPECIFICATION 01 11
THE CONTRACTOR SHALL CONTROL ACCESS AS REQUIRED TO ENSURE 3.
SEE SPECIFICATION 01 11 01.00 28 FOR ADDITIONAL REQUIREMENTS.
CONTRACTOR MAY USE EXISTING CHANNEL FOR STORAGE AND STAGING. 2.
AS SHOWN ON SHEETS SD101 AND S-301.
THE CONTRACTOR SHALL REMOVE AND REPLACE ALL 55 BAFFLE BLOCKS 1.
NOTES:
A U
G U
S T
S-301
TYPICAL BAFFLE BLOCK
SLAB
CONCRETE
EXISTING
BLOCK
EXISTING BAFFLE
SURFACE SEE NOTE 3
ROUGHEN EXISTING
E.W/E.F
#4 @ 12" C.C.
SEE NOTE 4
COVERED ONE BLOCK PARTIALLY COVERED
VEHICLE RAMPS ONE BLOCK COMPLETELY
SEE NOTE 4
VEHICLE RAMP ONE BLOCK PARTIALLY COVERED
E.W/E.F
#4 @ 12" C.C.
4'-0"
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1' 2'0 6" A
11/2"=1'-0"
SECTION
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EXISTING ITEMS
DEMOLISH ITEMS
J L
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31 00 00.00 28 FOR EARTHWORK REQUIREMENTS.
BE REINSTALLED AFTER COMPLETION OF WORK. SEE SPECIFICATION
FACILITATE DEMOLITION OF BAFFLE BLOCKS. VEHICLE RAMPS SHALL
CONTRACTOR SHALL REMOVE THE VEHICLE RAMPS AS NECESSARY TO 4.
REQUIREMENTS.
SEE SPECIFICATION 03 30 00.01 28 FOR SURFACE PREPERATION
CONTRACTOR SHALL MECHANICALLY ROUGHEN THE CUT SURFACE. 3.
REQUIREMENTS.
BLOCKS. SEE SPECIFICATION 02 41 00 FOR CONCRETE DEMOLITION
CONTRACTOR SHALL DEMOLISH A TOTAL OF 55 CONCRETE BAFFLE 2.
EXISTING BAFFLE BLOCKS ARE 4'-0" LONG x 2'-0" TALL x 1'-6" WIDE.1.
NOTES:
A U
G U
S T
SD101
8"1'-4"1'-4"8"
1'-4"1'-4"1'-4"
6"
2'-0"
4'-0"
#5 HOOPS (TYP)#5 HOOPS (TYP)
#5 TIES (TYP)#5 TIES (TYP)
EXISTING SLAB (TYP)
TO DOWEL #5 REBAR INTO
USE AN EPOXY ADHESIVE
EXISTING SLAB (TYP)
TO DOWEL #5 REBAR INTO
USE AN EPOXY ADHESIVE
#5 TIES (TYP)
#5 DOWELS (TYP)
#5 HOOPS
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SEE NOTE 2
#5 DOWELS (TYP)
SEE NOTE 2
#5 DOWELS (TYP)
ALONG ALL EDGES
PROVIDE 3/4" CHAMFER
EDGE OF CONCRETE
ALONG ALL EDGES
PROVIDE 3/4" CHAMFER
EDGE OF CONCRETE
ALONG ALL EDGES
PROVIDE 3/4" CHAMFER
EDGE OF CONCRETE
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A N
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S-301
T
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A L B
A F F
L E R
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L C
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L O
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R O J E
REF
G-001 6"0 3" 1' A
3"=1'-0"
6"0 3" 1'3"=1'-0"
6"0 3" 1'3"=1'-0"
SECTION
B
SECTION
SECTION
C
CL CL
CL
CL
CL
CL
CL CL CL
M A
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D A
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IN
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D A
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F O
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W A
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A W
A L L
A D
IS
T R
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C T
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N S
THE INTERIOR OF THE HOOP OR TIE A MINIMUM OF 3".
DOWELS AND THE PROJECTION OF HOOK SHALL PROJECT INTO
HOOKED ENDS OF HOOPS AND TIES SHALL ENGAGE EMBEDDED 4.
MINIMUM INSIDE BEND DIAMETER FOR #5 REBAR SHALL BE 2 1/2". 3.
REINFORCEMENT.
SPECIFICATION 03 30 00.01 28 IN ORDER TO MISS EXISTING
THE CONTRACTOR MAY RELOCATE DOWELS AS DESCRIBED IN 2.
03 30 00.01 28.
EPOXY ADHESIVE SHALL BE IN ACCORDANCE WITH SPECIFICATION 1.
NOTES:
J L
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A N
D
A U
G U
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B
B
C
| MC467410G-001XXX |
| MC467410G-002XXX |
| MC467410G-101XXX |
| MC467410SD101XXX |
| MC467410S-301XXX |
| 2018-08-09T10:02:49-0700 | |
| ZANGER.MATTHEW.G.1386258216 |
| 2018-08-09T10:06:27-0700 | |
| ZANGER.MATTHEW.G.1386258216 |
| 2018-08-09T11:56:02-0700 | |
| WESTON.DWAYNE.M.1231638152 |
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