Bid Package 2 Plans 10 14068.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 230000000058
- Issued by
- Houghton County, Michigan
About this file
This document appears to be a set of bid plans for the Dollar Bay to Lake Linden Trail Restoration Project, Bid Package #2, for the State of Michigan Department of Technology, Management and Budget. The project involves the restoration of a trail segment, including the installation of culverts, aggregate surface course, slope restoration, and outlet protection. The key details include the proposed trail centerline profile, excavation limits, and culvert specifications. The contract opportunity is for the State of Michigan, with Houghton County as the local jurisdiction. Bidders are instructed to submit questions via email to Deana Wuori at OHM Advisors, and to upload bid attachments to the SIGMA VSS system. The bid submissions are due by 2:00 PM on the deadline date, and emailed submissions may be accepted on a case-by-case basis with DCD approval.
The document does not provide specific pricing terms, set-asides, incumbent information, or funding details. However, it does indicate that the project is part of a Transportation Alternatives Program (TAP) initiative. Bidders are advised to contact the SIGMA Help Desk if they experience any issues with the electronic submission process.
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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
AMYGADALOID ST
JUNCTION RD
OSCEOLA HILL RD
CULV, CL B, 36 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL, SEE
DETAIL ON SHEET 72
USE SALVAGED RIPRAP
AGGREGATE SURFACE COURSE, 8 INCH
AGGREGATE SURFACE COURSE, 8 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL, SEE
DETAIL ON SHEET 72
PLUNGE POOL, SEE
DETAIL ON SHEET 72
PLUNGE POOL, SEE
DETAIL ON SHEET 72
CULV, CL B, 24 INCH CULV, CL B, 24 INCH
CULV, CL B, 18 INCH
feetGRAPHIC SCALE: FULL feetHALF
Value
####Value##
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
USE SALVAGED RIPRAP
509+00
510+00
511+00
512+00
513+00
514+00515+00
0.07%
-1 .2
6%
0.39%
0.33%
0.42%-0.40%
-1 .9
.3
.7
0.89%
-1 .0
0%
0.07%
-1 .2
6%
0.39%
0.33%
0.42%-0.40%
-1 .9
.3
.7
0.89%
-1 .0
0%
L.P. STA = 512+24.13
L.P. ELEV = 693.92
PVI STA = 512+19.53
PVI ELEV = 693.89
K: = 11.00
18.51' VC
A.D. = 1.68%
L.P. STA = 511+46.03
L.P. ELEV = 693.53
PVI STA = 511+48.02
PVI ELEV = 693.28
K: = 11.00
47.50' VC
A.D. = 4.32%
L.P. STA = 509+60.07
L.P. ELEV = 693.93
PVI STA = 509+48.82
PVI ELEV = 693.78
K: = 12.00
43.93' VC
A.D. = 3.66%
L.P. STA = 510+03.73
L.P. ELEV = 693.84
PVI STA = 510+00.05
PVI ELEV = 693.82
K: = 12.00
16.72' VC
A.D. = 1.39%
H.P. STA = 511+92.28
H.P. ELEV = 694.21
PVI STA = 511+90.11
PVI ELEV = 694.26
K: = 4.00
14.40' VC
A.D. = 3.60%
H.P. STA = 510+97.83
H.P. ELEV = 694.19
PVI STA = 511+01.01
PVI ELEV = 694.21
K: = 4.00
9.47' VC
A.D. = 2.37%
H.P. STA = 509+77.40
H.P. ELEV = 694.02
PVI STA = 509+77.68
PVI ELEV = 694.04
K: = 5.00
9.48' VC
A.D. = 1.90%
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PROP GRADE @ ℄
59 Ft - 24" CULV, CL B @ 22.30%
47 Ft - 24" CULV, CL B @ 19.41%
60 Ft - 24" CULV, CL A @ 18.66%
45 Ft - 18" CULV, CL A @ 3.91%
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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
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
STA 515+00 - 509+00 PROPOSED TRAIL CENTERLINE PROFILE
1'
1'
1'
1'
1'
1'
1'
1'
SF
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OHM-ADVISORS.COM
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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
R feetGRAPHIC SCALE: FULL feetHALF
Value
####Value##
APPROX LOCATION OF EXISTING CULVERT
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
Value
####Value##
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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
AMYGADALOID ST
JUNCTION RD
OSCEOLA HILL RD
OUTLET PROTECTION
RIPRAP, PLAIN
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL B, 24 INCH
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
CULVERT HEADWALL, CONC
503+00504+00505+00
506+00507+00508+00509+00
0.20%
0.02%
1.38%
0.20%
0.02%
1.38%
H.P. STA = 504+95.21
H.P. ELEV = 694.13
PVI STA = 504+91.80
PVI ELEV = 694.13
K: = 5.00
6.84' VC
A.D. = 1.37%
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PROP GRADE @ ℄
40 Ft - 24" CULV, CL B @ 12.84%
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before you dig.Call
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
APPROXIMATE EXCAVATION LIMITS
STA 503+00 - 509+00 PROPOSED TRAIL CENTERLINE PROFILE
1'
1'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
PROPOSED CULVERT4
TYPICAL CULVERT PROFILE2 TYPICAL CULVERT SECTION1
EXISTING/REMOVALS PLAN VIEW3
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