Bid Package 4 Plans 9 14068.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 230000000061
- Issued by
- Houghton County, Dollar Bay CDP, Michigan
About this file
This document appears to be a set of project plans and details related to Bid Package 4 for the TAP; Dollar Bay to Lake Linden Trail project located in Houghton County, Michigan. The project is being administered by the Department of Technology, Management and Budget, State of Michigan, with Robert C. Hall as the Director of the Facilities and Business Services Administration, Design and Construction Division. The plans provide details on the proposed culvert, naturalization, and other site work for the trail restoration project.
The bid package outlines specific requirements for submitting questions, uploading bid attachments, and procedures for electronic bid submissions through the SIGMA VSS system. The bid due date and time is 2:00 pm. Interested bidders are advised not to submit questions through the VSS system, but to email them directly to Deana Wuori at OHM Advisors. Bidders may be asked to email their proposals if they experience issues with the SIGMA VSS system, which will be handled on a case-by-case basis.
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PH. 906.482.0535
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PH. 906.482.0535
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7136-20-0040
PROPOSED CULVERT4
TYPICAL CULVERT PROFILE2 TYPICAL CULVERT SECTION1
EXISTING/REMOVALS PLAN VIEW3
SFSF
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NATURALIZATION TYPICALS2
EXISTING / REMOVALS PLAN VIEW3
TYPICAL NATURALIZATION PROFILE4
TYPICAL NATURALIZATION SECTION1
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EARTH DIVERSION BERM1CHECK DAMS2
NOTE: CHECK DAMS GREATER THAN TWO FEET IN DEPTH MAY
SERIOUSLY IMPACT THE FLOW CHARACTERISTICS OF THE DITCH
RIPRAP SLOPE3
SLOPE BENCHING8
SILT FENCE5
SEDIMENT TRAP7
ROCK LINED CHANNEL6 VEGETATION BUFFER ZONE4
NOTE: USE MDOT PLAIN RIPRAP AT 10% OR LESS SLOPES OR
<5.5FPS STREAM VELOCITY. USE MDOT HEAVY RIPRAP AT SLOPES
>10% OR >5.5FPS STREAM VELOCITY.
PLUNGE POOL10 C
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2'
V A
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CHECK DAM (PERMANENT)8
CLEAR AND TRIM 14' WIDE AND 20' CLEARANCE
EXISTING GRADE
PROPOSED TRAIL SECTION9
EL 731.75 CULV INV UPSTREAM
EL 722.75 CULV INV DOWNSTREAM
EL 729.75 B/CULV BEDDING UPSTREAM
EL 720.75 B/CULV BEDDING DOWNSTREAM
LEVELING STONE (3" THICK) 34R OR 3/8" LIMESTONE CHIPS. PAID AS CULV BEDDING, BOX CULV.
6A CRUSHED ROCK BEDDING. COMPACTED/TAMPED FREQUENTLY DURING
PLACEMENT. INCLUDED IN PAY CULV BEDDING, BOX CULV.
US 300NW (OR EQUIVALENT) FILTER FABRIC, WRAPPED/LAPPED. INCLUDED IN
PAY CULV BEDDING, BOX CULV.
2'-0"
TYP
"MAINTAINABLE DRAIN, STEEL, 4 INCH", (TYP)
LIFTING HOLES (TYP) GROUTED AFTER INSTALLATION
PRECAST HEADWALL (TYP). PAID FOR AS CULV,
PRECAST CONC BOX, 8.5 FOOT BY 8.5 FOOT
CONC BOX CULVERT, PAID FOR AS CULV,
PRECAST CONC BOX, 8.5 FOOT BY 8.5 FOOT
CONC WING WALLS @ 45°
10'-6"
8'-6"
BACKFILL STRUCTURE, CIP
APPROXIMATE EXCAVATION LIMITS
PROPOSED GRADE AT ℄
75'-0" 75'-0"
CULV BEDDING, BOX CULV
EL 722.75 CULV INV DOWNSTREAM
EL 731.75 CULV INV UPSTREAM
℄ CONST
7'-2"
SALVAGED RIPRAP
EL 733.25 T/HEADWALL
EL 740.25 SE QUAD
EL 742.25 T/HEADWALL
EL 740.25 SW QUAD
EL 731.25 NE QUAD
EL 731.25 NW QUAD
BACKFILL STRUCTURE, CIP
7'-2"
SEE SHEET 63 FOR PLUNGE POOL DETAIL
50'-0"
PROPOSED GRADE
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PH. 906.482.0535
F 906.482.6453
7136-20-0040
ELEVATION
SECTION - ALONG CULVERT ℄
1" = 5'
1. ASSUMED BEARING CAPACITY = 2000 POUNDS PER SQUARE FOOT (CONTRACTOR TO NOTIFY ENGINEER IF
UNSATISFACTORY SOILS ARE FOUND DURING EXCAVATION).
2. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE NOT REPRESENTED ON THE
PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR THE
INSPECTION AND/OR AN ALTERNATE FOUNDATION/FOOTING DESIGN.
3. THE ENGINEER IS NOT RESPONSIBLE FOR ANY SETTLEMENT OF STRUCTURE, FOUNDATION FAILURES, PRECAST
FAILURES, SCOUR FAILURES OR POOR INSTALLATION PRACTICES BY THE CONTRACTOR. ENGINEER SHALL NOT BE
RESPONSIBLE FOR ANY DAMAGES OR CLAIMS RELATED TO THIS PRECAST CONCRETE BOX DESIGN AND WINGWALL.
SITE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO STRUCTURE INSTALLATION. CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR COMPLETING THE INSTALLATION ACCORDING TO THE ORIGINAL DESIGN/CONSTRUCTION
DRAWINGS.
4. GEOTEXTILE LINER SHALL BE PLACED ON ALL SLOPES PRIOR TO PLACING RIPRAP. PAYMENT FOR GEOTEXTILE LINER
SHALL BE INCLUDED IN PAYMENT FOR RIPRAP.
1" = 5'
4'-6"
CIP CONCRETE FLOOR, SEE DETAIL 3
HAND CHIPPING
4'-6"
CIP CONCRETE FLOOR, SEE DETAIL 3
HAND CHIPPING
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
INLET DETAIL2
OUTLET DETAIL1EXISTING CULVERT OUTLET1
EXISTING CULVERT INLET2
CIP CONCRETE FLOOR DETAIL3
6" X 6" W2.1XW2.1 WWF
CIP CULVERT FLOOR
6" 6A CRUSHED ROCK, LEVEL AND COMPACT 95% MIN
8" X
" DOWELS @ 48" O.C. (TYP)
3'-8"
CIP CONCRETE FLOOR, SEE DETAIL 3
HAND CHIPPING
3'-8"
4'-7"
CIP CONCRETE FLOOR, SEE DETAIL 3
HAND CHIPPING
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
INLET DETAIL2
OUTLET DETAIL1EXISTING CULVERT OUTLET1
EXISTING CULVERT INLET2 CIP CONCRETE FLOOR DETAIL3
6" X 6" W2.1XW2.1 WWF
CIP CULVERT FLOOR
6" 6A CRUSHED ROCK, LEVEL AND COMPACT 95% MIN
8" X
" DOWELS @ 48" O.C. (TYP)
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