Bid Package 2 Plans 8 14068.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000058
- Issued by
- Houghton County, Michigan
About this file
This document contains plans for Bid Package 2 of the Dollar Bay to Lake Linden Trail project in Houghton County, Michigan. The project involves the construction of a multi-use trail, including excavation, aggregate surface course, culvert installation, slope restoration, and related work. Specific items include 12-inch, 18-inch, 24-inch, 36-inch, 48-inch, and 60-inch culverts, aggregate surface course, and plunge pools. The bid opening is scheduled for December 2, 2022 at 2:00 PM Eastern. Questions should be emailed to the project manager, and bid attachments must be uploaded to the SIGMA VSS system. Emailed submissions may be accepted on a case-by-case basis.
The bid documents provide detailed construction plans and profiles for the trail segments, including excavation limits, culvert sizes and locations, and grading information. Pricing is expected to be based on the specified quantities and construction requirements. The project is funded through a Transportation Alternatives Program (TAP) grant, and the successful bidder must comply with all applicable state and local requirements. No other salient details are provided in the document.
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538+00539+00540+00541+00542+00543+00
544+00
-2 .2
0.09%
-0.39%
-2 .2
0.09%
-0.39%
H.P. STA = 543+12.05
H.P. ELEV = 692.24
PVI STA = 543+22.71
PVI ELEV = 692.25
K: = 10.00
23.03' VC
A.D. = 2.30%
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PROP GRADE @ ℄
40 Ft - 12" CULV, CL A @ 23.70%
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7136-20-0040
APPROXIMATE EXCAVATION LIMITS
STA 544+00 - 538+00 PROPOSED TRAIL CENTERLINE PROFILE
1'
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60402010
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PH. 906.482.0535
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7136-20-0040
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PH. 906.482.0535
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7136-20-0040
(60' R.O.W.)
KEY PLAN
M
AMYGDALOID ST
JUNCTION RD
OSCEOLA HILL RD
PLUNGE POOL, SEE
DETAIL ON SHEET 72
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL A, 18 INCH
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
REPAIR WASHOUT, SEE WASHOUT REPAIR STANDARD PLAN ON SHEET 70
533+00534+00535+00536+00
537+00
538+00
-0.80%
0.11%
-0.80%
0.11%
H.P. STA = 536+60.86
H.P. ELEV = 694.76
PVI STA = 536+86.79
PVI ELEV = 694.79
K: = 75.00
67.98' VC
A.D. = 0.91%
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PROP GRADE @ ℄
35 Ft - 12" CULV, CL A @ 5.73%
60 Ft - 48" CULV, CL B, 48 inch @ 3.33%
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PH. 906.482.0535
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7136-20-0040
STA 538+00 - 533+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
1'
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APPROXIMATE EXCAVATION LIMITS
1'
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PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
REPAIR WASHOUT, SEE WASHOUT REPAIR STANDARD PLAN ON SHEET 70
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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
CULV, CL A, 24 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL, SEE
DETAIL ON SHEET 72
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
REPAIR WASHOUT, SEE WASHOUT REPAIR STANDARD PLAN ON SHEET 70
527+00528+00
529+00
530+00531+00532+00533+00
.7
1.15%
-1 .1
9% 0.06%
.7
1.15%
-1 .1
9% 0.06%
L.P. STA = 529+26.83
L.P. ELEV = 694.62
PVI STA = 529+04.13
PVI ELEV = 694.89
K: = 30.00
45.40' VC
A.D. = 1.51%
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PROP GRADE @ ℄PROP GRADE @ ℄
70 Ft - Culv, CL B, 60 inch @ 5.71%
27 Ft - 24" CULV, CL A @ 6.31%
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7136-20-0040
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
STA 533+00 - 527+00 PROPOSED TRAIL CENTERLINE PROFILE
1'
1'
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60402010
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7136-20-0040
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LIMITS OF CLEARING, TYP
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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
PLUNGE POOL, SEE
DETAIL ON SHEET 72
AGGREGATE SURFACE COURSE, 8 INCH
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL B, 36 INCH
CULV, CL A, 48 INCH
CULV, CL A, 24 INCH
PLUNGE POOL, SEE
DETAIL ON SHEET 72
RIPRAP, PLAIN
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
CULVERT, HEADWALL, CONC
521+00
522+00
523+00
524+00525+00
526+00
527+00
0.44%
-0.59%
0.13% .8
-1 .7
0.32%
0.03%
-0.29%
0.44%
-0.59%
0.13% .8
-1 .7
0.32%
0.03%
-0.29%
L.P. STA = 525+65.45
L.P. ELEV = 693.86
PVI STA = 525+63.11
PVI ELEV = 693.82
K: = 30.00
31.01' VC
A.D. = 1.03%
L.P. STA = 522+13.26
L.P. ELEV = 693.60
PVI STA = 522+14.13
PVI ELEV = 693.42
K: = 11.00
39.23' VC
A.D. = 3.57%
H.P. STA = 521+83.88
H.P. ELEV = 693.88
PVI STA = 521+86.64
PVI ELEV = 693.89
K: = 4.00
8.11' VC
A.D. = 2.03%
H.P. STA = 522+45.22
H.P. ELEV = 693.93
PVI STA = 522+41.56
PVI ELEV = 693.93
K: = 4.00
7.32' VC
A.D. = 1.83%
P V
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36 Ft - 48" CULV, CL A, @ 8.32%
PROP GRADE @ ℄40 Ft - 24" CULV, CL A @ 6.07%
36 Ft - 36" CULV, CL A @ 10.44%
Know what's below.
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ARCHITECTS. ENGINEERS. PLANNERS
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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 527+00 - 521+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
1'
1'
1'
1'
File details come from the government source that posted it. Updated .