W911SA20B2016 Attachment 3 Drawings.pdf
PDF 7 MB Posted
- Attached to
- Repair bridge site 079 to 80 ton capacity
- Solicitation number
- W911SA20B2016
About this file
This document contains a presolicitation notice and related contract drawings for a bridge repair project. The Mission and Installation Contracting Command at Fort McCoy, Wisconsin is seeking to repair Bridge Site 079 to support 80 ton capacity. Work will involve highway, street and bridge construction. The solicitation will be issued as an Invitation for Bids using FAR Part 14 procedures. The requirement will be awarded as a single firm fixed-price contract set aside exclusively for HUBZone small businesses. The project budget is between $1 million to $5 million. All work must be completed by June 30, 2021. Interested parties should monitor the federal business opportunities portal for solicitation W911SA20B2016 and any subsequent amendments. The pre-solicitation notice did not provide a site visit date.
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Other files
| File | Type | Posted |
|---|---|---|
| W911SA20B2016 Bid Abstract Page 1.pdf | ||
| W911SA20B2016 Bid Abstract Page 2.PDF | ||
| W911SA20B2016 Solicitation Amendment 0002.docx | DOCX document | |
| W911SA20B2016 Attachment 6 Guard Rail Layout.jpg | JPG image | |
| W911SA20B2016 Attachment 4 Wage Determination 7 24 20.docx | DOCX document | |
| W911SA20B2016 Amendment 0001.docx | DOCX document | |
| W911SA20B2016 Fill Out Sign in sheet.pdf | ||
| W911SA20B2016 Attachment 1 AT OPSEC.pdf | ||
| W911SA20B2016 Solicitation.docx | DOCX document | |
| W911SA20B2016 Attachment 2 Specifications.pdf | ||
| W911SA20B2016 Attachment 4 Wage Determination.docx | DOCX document | |
| W911SA20B2016 Attachment 5 SF24 - Sample.pdf |
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Text version
G0.1
Fort McCoy, Wisconsin
REPAIR BRIDGE 0079 FOR MLC 80
NOTES
A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN
DRAWINGS ARE APPROXIMATE IN LOCATION AND
DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE
TO THE GOVERNMENT OR ON SURFACE FEATURES
INDICATING THEIR EXISTENCE. THERE MAY BE OTHER
UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT
SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS
NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.
B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF
CONSTRUCTION OPERATIONS AT LEAST THREE
WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR
FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL
UNDERGROUND UTILITY LOCATIONS HAVE BEEN
MARKED OR THE UTILITY COMPANY HAS SENT NOTICE
THAT THE AREA IS CLEAR.
C. SCALES SHOWN ONLY APPLY WHEN THESE
DRAWINGS ARE PRINTED ON 22" x 34" PAPER. SCALES
ARE HALF SIZED WHEN PRINTED ON 11" x 17" PAPER.
PHONE: 608.782.3161
329 JAY ST, SUITE 301
LA CROSSE, WI 54601
www.sehinc.com
SHEET INDEX
SHEET NUMBER
G0.1 TITLE
G0.2 LOCATION & GENERAL NOTES
C0.1 - C0.3 TYPICAL SECTIONS
C0.4 CONSTRUCTION DETAILS
C0.5 REMOVAL PLAN
C0.6 - C0.7 EROSION CONTROL PLAN
C0.8 PLAN DETAIL
C1.1 - C1.3 PLAN & PROFILE
C3.1 - C3.3 CROSS SECTIONS
S0.1 - S0.5 STRUCTURAL DETAILS
REFERENCE DRAWINGS
DRAWING NUMBER DESCRIPTION
S.D.D. 14B42 MIDWEST GUARDRAIL SYSTEM (MGS) GUARDRAIL
S.D.D. 14B44 MIDWEST GUARDRAIL SYSTEM ENERGY ABSORBING TERMINAL (MGS)
STD 30.02 STEEL RAILING TYPE 'W'
G0.2
DIGGERS HOTLINE
Dial or (800)242-8511 www.DiggersHotline.com
NO SCALE
LOCATION MAP
GENERAL NOTES
C0.1
Scale: NTS
TYPICAL FINISHED SECTION
Scale: NTS
TYPICAL FINISHED SECTION WITH BEAMGUARD - GRAVEL SURFACE
C0.2
TYPICAL SECTION - CRANE PAD
Scale: NTS
TYPICAL FINISHED SECTION THRU STRUCTURE/HEADWALL
C0.3
TYPICAL FINISHED SECTION
C0.4
C0.5
Horz Scale: 1:10
REMOVAL PLAN
C0.6
Horz Scale: 1:20
EROSION CONTROL STA 57+00 - STA 60+50
Horz Scale: 1:20
EROSION CONTROL STA 60+50 - STA 64+50
C0.7
Horz Scale: 1:20
EROSION CONTROL STA 64+50 - STA 68+57
C0.8
OM3-L
12"X36"
OM3-R
12"X36"
Horz Scale: 1:10
PLAN DETAIL
C1.1
Horz Scale: 1:20 Vert Scale 1" = 4'
PLAN AND PROFILE STA 57+00 - STA 60+00
C1.2
PLAN AND PROFILE STA 60+00 - STA 65+00
C1.3
PLAN AND PROFILE STA 65+00 - STA 68+57
C3.1
C3.2
C3.3
S0.1
PRECAST CONCRETE ARCH CULVERT PLAN
NO SCALE
SUBSURFACE EXPLORATION
1"=40' HORIZONTAL, 1"=20' VERTICAL
S0.2
FOUNDATION PLAN WEST FOOTING
FOUNDATION PLAN EAST FOOTING
CAST-IN-PLACE CONCRETE REQUIREMENTS
CONCRETE GRADE = A-FA
AIR ENTRAINMENT = 6.0% AIR, +/- 1.5%
SLUMP = 1-INCH TO 4-INCH
f'c = 4,000 PSI
S0.3
REINFORCEMENT PLAN
A901
A502
A803
A504
A805
A506
A507
A508
2 SERIES OF 3
2 SERIES OF 3
2 SERIES OF 8
4'-4"
23'-11"
6'-6"
6'-6"
3'-6" TO 5'-6"
3'-6" TO 5'-6"
26'-0" TO 38'-8"
10'-2"
BENT
STR
STR
STR
STR
STR
STR
BENT
DOWELS
LONG. WINGWALLS TOP AND BOTTOM
TRANSVERSE BOTTOM
TRANSVERSE TOP
TRANSVERSE BOTTOM
TRANSVERSE TOP
LONGITUDINAL TOP AND BOTTOM
WINGWALLS TRANSVERSE
BAR
MARK
NUMBER OF
BARS
LENGTH SHAPE LOCATION
S0.4
SECTION "A-A"
(AT CENTERLINE OF ROADWAY)
NO SCALE
UPSTREAM VIEW ELEVATION
(DOWNSTREAM VIEW ELEVATION SIMILAR)
NO SCALE
S0.5
WALL BACKFILL REQUIREMENTS
BACKFILL REQUIREMENTS
BACKFILL DETAILS
NO SCALE
FOOTING DETAILS - ARCH UNITS (SECTION C-C)
FOOTING DETAILS - WING WALLS (SECTION B-B)
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