Bid Package 2 Plans 7 14068.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 230000000058
- Issued by
- Houghton County, Michigan
About this file
This document contains construction plans and specifications for Bid Package 2 of the Dollar Bay to Lake Linden Trail project, a transportation enhancement (TAP) project managed by the Michigan Department of Technology, Management and Budget (DTMB). The project involves the restoration of a segment of trail along the shoreline of Lake Superior in Houghton County, Michigan. Key elements include earthwork, culvert installation, slope restoration, and aggregate surface course work. The bid attachments must be uploaded to the SIGMA VSS system, and no hard copies will be accepted. Bidders are instructed to direct all questions to the project contact, Deana Wuori of OHM Advisors, rather than submitting online questions. Bidders may be asked to email their proposals if they experience issues with the SIGMA VSS system, and these emailed submissions will be handled on a case-by-case basis.
The contract opportunity is funded by state and local sources, but no further details on pricing, set-asides, or incumbents are provided. Bidders are advised to review the plans and specifications carefully and to comply with all submission requirements to be considered responsive and responsible.
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7136-20-0040
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7136-20-0040
LIMITS OF CLEARING, TYP
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LIMITS OF EXCAVATION, TYP
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STA 5+00.00
DESIGN SPEED = 60 mi/h
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
CULV, CL A, 24 INCH
KEY PLAN
M
AMYGDALOID ST
JUNCTION RD
OSCEOLA HILL RD
NTS
PLUNGE POOL, SEE
DETAIL ON SHEET 72
(60' R.O.W
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL, SEE
DETAIL ON SHEET 72
CULV, CL A, 36 INCH
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
544+00
545+00
546+00
547+00548+00549+00549+50
0.75%
-0.78%
-0.02%
H.P. STA = 544+82.59
H.P. ELEV = 690.46
PVI STA = 544+82.89
PVI ELEV = 690.52
K: = 20.00
30.51' VC
A.D. = 1.53%
0.75%
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L.P. STA = 545+72.68
L.P. ELEV = 689.92
PVI STA = 545+59.35
PVI ELEV = 689.92
K: = 35.00
26.66' VC
A.D. = 0.76%
L.P. STA = 544+39.96
L.P. ELEV = 690.26
PVI STA = 544+21.58
PVI ELEV = 690.06
K: = 25.00
74.13' VC
A.D. = 2.97%
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PROP GRADE @ ℄
40 Ft - 36" CULV, CL A @ 16.75%
40 Ft - 24" CULV, CL A @ 15.95%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 549+50 - 544+00 PROPOSED TRAIL CENTERLINE PROFILE
MATCH EXISTING TRAIL GRADE
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
1'
1'
1'
1'
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R feetGRAPHIC SCALE: FULL feetHALF
60402010
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PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
LIMITS OF CLEARING, TYP
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REPAIR WASHOUT, SEE WASHOUT REPAIR STANDARD PLAN ON SHEET 70
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KEY PLAN
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OSCEOLA HILL RD
NTS
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
SALVAGED RIPRAP TO BE USED
REPAIR WASHOUT- INSTALL CULVERT.
SEE STANDARD CULVERT INSTALLATION
PLANS AND DETAILS. SHEET 70, 71.
KEY PLAN
M
AMYGDALOID ST
JUNCTION RD
OSCEOLA HILL RD
NTS
PLUNGE POOL, SEE
DETAIL ON SHEET 72
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL A, 12 INCH
feetGRAPHIC SCALE: FULL feetHALF
60402010
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