Bid Package 2 Plans 9 14068.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ - 171 - 230000000058
- Issued by
- Houghton County, Michigan
About this file
This document appears to be related to a state and local trail construction contract opportunity in Houghton County, Michigan. The project, titled "751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #2", is being managed by the Department of Technology, Management and Budget, State of Michigan. The scope of work includes clearing, culvert installation, slope restoration, and other related site work for a trail project. Interested bidders must submit their proposals through the SIGMA VSS online system by the 2:00 p.m. deadline. Bidders are instructed to direct all questions to Deana Wuori at OHM-Advisors via email, as online questions through the VSS system will not be accepted. The contract award and project timeline is not explicitly stated in the document.
The document does not provide details on pricing terms, set asides, incumbents, funding sources, or other salient commercial information. Bidders are advised to follow the submission instructions carefully, as emailed proposals will only be accepted on a case-by-case basis with prior approval from the Department of Design and Construction.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
LIMITS OF CLEARING, TYP
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LIMITS OF CLEARING, TYP
CLEAN INLET OF CULVERT AND VIDEO INSPECT
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
KEY PLAN
M
AMYGDALOID ST
JUNCTION RD
OSCEOLA HILL RD
OUTLET PROTECTION
RIPRAP, PLAIN
AGGREGATE SURFACE COURSE, 8 INCH
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL C, 42 INCH
CULV, CL A, 48 INCH
OUTLET PROTECTION -
RIPRAP, PLAIN
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
CULVERT HEADWALL, CONC
CULVERT HEADWALL, CONC
515+00516+00
517+00
518+00519+00
520+00
521+00
-0.35%
-0.10%
0.01%
-0.45%
-0.35%
-0.10%
0.01%
-0.45%
L.P. STA = 520+58.83
L.P. ELEV = 693.50
PVI STA = 520+58.17
PVI ELEV = 693.47
K: = 50.00
33.66' VC
A.D. = 0.67%
L.P. STA = 517+12.14
L.P. ELEV = 694.15
PVI STA = 516+89.93
PVI ELEV = 694.15
K: = 100.00
46.21' VC
A.D. = 0.46%
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PROP GRADE @ ℄
40 Ft - 48" CULV, CL A @ 11.64%
40 Ft - 48" CULV, CL B @ 11.00%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
STA 521+00 - 515+00 PROPOSED TRAIL CENTERLINE PROFILE
1'
1'
1'
1'
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60402010
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
LIMITS OF CLEARING, TYP
CLEARING
CLEARING
CLEARING
KEY PLAN
M
AMYGDALOID ST
JUNCTION RD
OSCEOLA HILL RD
CLEARING
CLEARING
CLEARING
R
R
LIMITS OF CLEARING, TYP
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