MONONGAHELA ABUTMENT INSTALLATION-Model.pdf
PDF 347 KB Posted
- Attached to
- Monongahela National Forest Federal contract opportunity
- Solicitation number
- 693C73-20-B-000020
About this file
This document outlines a federal contract solicitation for road repair work on the Monongahela National Forest. The solicitation seeks bids from certified Small Business Concerns to complete repairs on multiple road segments within the forest, including embankment reconstruction, culvert and bridge replacements, slope failure repair, culvert installations, shoulder and ditch work, and other miscellaneous tasks. The work is for the Monongahela National Forest Project WV ERFO FS 2016-1(2), solicitation number 693C73-20-B-000020, and has an estimated price range of $1,000,000 to $5,000,000. Bids are due on a date specified in Block 13a of the solicitation form SF1442. The contracting agency is the Department of Transportation Federal Highway Administration for road repairs within the Monongahela National Forest in Webster County, West Virginia.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Results of Bid Opening - WV ERFO FS 2016-1(2).pdf | ||
| WV ERFO FS 2016-1 SHPO Response.pdf | ||
| MONOGAHELA BRIDGE DETAIL.pdf | ||
| FP14_Eng.pdf | ||
| ADV_Bidders Qualifications Form.doc | DOC document | |
| TCE Deborah Kinder.pdf | ||
| TCE Joseph Yong.pdf | ||
| IFB-Solicitation -WV ERFO FS 2016-1(2).pdf | ||
| Categorical Exclusion Form (NEPA).pdf | ||
| Final_08092019_WV_ERFO_2_3_4_5_Biological Opinion.pdf | ||
| VETS-4212 Form.pdf | ||
| WV ERFO 2016-1 (2) FR 425 Culvert Replacement BO.PDF |
Show all 12
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Text version
8'-0"
2'-0"
28'-0"
4'-01/2"
BOTTOM OF ABUTMENT
TO TOP TO DECK
1'-7" BOTTOM OF
ABUTMENT TO
TOP OF BEARING PAD
2'-5 9 16"
3/4" 60 DURO NEOPRENE
BEARING PADS.
APPROX 12"
APPROX 12"
LIMITS OF EXCAVATION
1ST LAYER OF TENSAR
TX160 GEOGRID
2ND LAYER OF TENSAR
TX160 GEOGRID
COMPACT BOTTOM OF EXCAVATION
COMPACT CRUSHED LIMESTONE (6AA OR #57 STONE)
IN LIFTS OF 4" MAXIMUM AS IT IT BEING PLACED IN EXCAVATION.
FORM TO GRADE FOR ABUTMENT ELEVATION.
BOTTOM OF ABUTMENT
TYP.6AA SUB BASE AND GEOGRID INSTALLATION
WRAP EXCESS GRID
UP THE SIDE OF THE EXC.
12'-0" 12'-0"
CLAMP PLATES FOR GIRDERS
LIFT LUGS FOR SETTING ABUTMENTS
3/4" AASHTO 60 DURO NEOPRENE
BEARING PADS
SPLICE CONNECTION CHANNEL
TO MINIMIZE ANY POSSIBLE SETTLEMENT DIFFERENTIAL 4'-0"
1'-4"
1'-6"
ABUTMENT DETAILS
CHANNEL EMBED
WEIGHT FOR 12'ABUTMENT SECTION #8964
3/4" ANCHOR EMBED
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6AA SUB BASE
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SCALE
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DRAWN BY
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TITLE:
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DRAWING NO.
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DATE
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CLIENT
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SHEET OF
AutoCAD SHX Text 1340 Marty Paul Cadillac, MI 49601 (231) 775-1600 Fax (231) 775-8280
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NO. REVISION BY APPR DATE
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TOLERANCES:
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ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPEC.
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FRACTIONAL DIM. TOLERANCES %%P 1/16"
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FRACTIONAL DIM. TOLERANCES OVER 120" %%P 1/8"
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ANGULAR DIM. TOLERANCES %%P 1%%D
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PROPRIETARY AND CONFIDENTIAL
AutoCAD SHX Text THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CADILLAC FABRICATION INC. ANY REPRODUCION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CADILLAC FABRICATION INC. IS PROHIBITED.
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ABUTMENT AND SUB BASE DETAILS
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DETAILS
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AutoCAD SHX Text T.D.B
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