Bid Package 2 Plans 10 14068.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 230000000058 4
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This is a bid package document from the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division, for the Lake Linden Trail Restoration project identified as Project No. 7136-20-0040. The document consists of detailed construction plans and specifications for a trail restoration project located in Hancock, Michigan, specifically covering Segment 3 along a 60-foot right-of-way corridor. The project involves the construction and restoration of approximately 6,000 linear feet of trail with multiple construction details including culvert installations, slope restoration, aggregate surface courses, and outlet protection systems. The plans depict station locations from 503+00 to 515+00, with specific elevation profiles, proposed grade lines, and vertical curve calculations documented throughout. Multiple culverts of varying sizes (18-inch, 24-inch, and 36-inch Class A and Class B) are specified with detailed profiles and installation locations. Slope restoration work is designated as Type D throughout the project area, and salvaged riprap is to be utilized where appropriate.
The document provides comprehensive construction details including typical culvert sections, profiles, and plan views that establish the specifications for bidders to prepare cost estimates. Specific culvert installations are noted with percentages and footage, such as a 59-foot 24-inch Class B culvert at 22.30%, a 47-foot 24-inch Class B culvert at 19.41%, and a 60-foot 24-inch Class A culvert at 18.66%. The plans indicate approximate excavation limits and include cross-sectional details showing 2:1 slope ratios and 8-inch aggregate surface course specifications. No explicit pricing information, bid response dates, or contract award details are included in this technical planning document, which serves as the basis for construction contractors to understand project scope, site conditions, and technical requirements for bidding purposes.
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Text version
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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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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.
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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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424 HANCOCK STREET
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'
S
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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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