Bid Package 4 Plans 3 14068.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000061
- Issued by
- Houghton County, Dollar Bay CDP, Michigan
About this file
This document contains plans and specifications for Bid Package 4 of the TAP; Dollar Bay to Lake Linden Trail project in Houghton County, Michigan. The project involves the restoration and construction of a trail along 6 miles of existing right-of-way. Key elements include 8-inch aggregate surface, culverts, slope restoration, and plunge pools. Bids are due by 2:00 PM on the submission deadline, with questions directed to the project manager, Deana Wuori, at OHM Advisors. Bidders experiencing SIGMA VSS submission issues should contact the SIGMA Help Desk and notify the Office of Design and Construction. Emailed bid submissions may be accepted on a case-by-case basis if approved by the Department of Technology, Management and Budget.
The project is funded by the State of Michigan. Pricing terms, set-asides, and funding amounts are not provided in the document. There is no information on incumbents or the current contracting environment.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R.O.W.)
KEY PLAN
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CLEARING
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LIMITS OF CLEARING, TYP
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LIMITS OF CLEARING, TYP
LIMITS OF CLEARING, TYP
LIMITS OF CLEARING, TYP
CLEARING
LIMITS OF CLEARING, TYP
CLEARING
LIMITS OF CLEARING, TYP
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LIMITS OF CLEARING, TYP
CLEARING
391+00
392+00
393+00
394+00
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R.O.W.)
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AGGREGATE SURFACE, CSE, 8 INCH
AGGREGATE SURFACE, CSE, 8 INCH
AGGREGATE SURFACE, CSE, 8 INCH
AGGREGATE SURFACE, CSE, 8 INCH
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D SLOPE RESTORATION, TYPE D
CULV, CL C, 24 INCH
CULV, CL B, 18 INCH
CULV, CL B, 15 INCH
CULV, CL A, 24 INCH
CULV, CL A, 24 INCH
CULV END SECT, 24 INCH
CULV END SECT, 18 INCH
CULV END SECT, 15 INCH
CULV END SECT, 24 INCH
CULV END SECT, 24 INCH
PLUNGE POOL, SEE DETAIL SHEET 63
PLUNGE POOL, SEE DETAIL SHEET 63
PLUNGE POOL, SEE DETAIL SHEET 63
390+50
391+00
392+00
393+00
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396+00
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60 Ft 24" CULV, CL A @ 14.51%
45 Ft 24" CULV, CL A @ 8.69%
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L.P. STA = 392+82.39
L.P. ELEV = 767.07
PVI STA = 392+90.42
PVI ELEV = 766.69
K: = 10.96
60.00' VC
A.D. = 5.48%
L.P. STA = 394+31.43
L.P. ELEV = 767.62
PVI STA = 394+28.53
PVI ELEV = 767.19
K: = 10.59
60.25' VC
A.D. = 5.69%
L.P. STA = 395+66.76
L.P. ELEV = 766.45
PVI STA = 395+63.64
PVI ELEV = 765.92
K: = 10.00
65.10' VC
A.D. = 6.51%
H.P. STA = 391+25.23
H.P. ELEV = 768.80
PVI STA = 391+79.40
PVI ELEV = 768.91
K: = 59.42
130.00' VC
A.D. = 2.19%
H.P. STA = 393+65.27
H.P. ELEV = 768.68
PVI STA = 393+63.50
PVI ELEV = 769.22
K: = 10.06
66.27' VC
A.D. = 6.59%
H.P. STA = 394+82.24
H.P. ELEV = 768.31
PVI STA = 394+86.30
PVI ELEV = 768.68
K: = 8.15
50.00' VC
A.D. = 6.14%
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60 Ft 18" CULV, CL B @ 12.19%
60 Ft 15" CULV, CL B @ 11.73%
80 Ft 24" CULV, CL C @ 6.65%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 396+50-STA 390+50 PROPOSED TRAIL CENTERLINE PROFILE
1.0'
1.0'
APPROX EXC LIMITS
PROP GRADE @ ℄
1.0'
1.0'
1.0'
1.0'
1.0'
1.0'
1.0'
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PROP GRADE @ ℄
APPROX EXC LIMITS
APPROX EXC LIMITS
APPROX EXC LIMITS
APPROX EXC LIMITS
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Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
60402010
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ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R.O.W.)
M
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A
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M -2
G R
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O R
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S
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NTS
LIMITS OF CLEARING, TYP
CLEARING
CLEARING
LIMITS OF CLEARING, TYP
LIMITS OF CLEARING, TYP
CLEARING
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