Bid Package 6 Plans 3 14068.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 230000000063 5
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This is a bid package containing civil engineering plans and specifications prepared by OHM Advisors for the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division. The project involves the Lake Linden Trail Restoration (Project 7136-20-0040), specifically Segment 8, encompassing trail construction and restoration work spanning approximately 40 stations across multiple sections. The plans detail proposed trail centerline profiles, clearing limits, culvert installations, slope restoration requirements, and excavation parameters. The work includes installation of multiple corrugated steel pipe and concrete culverts ranging from 24 to 72 inches in diameter, aggregate surface course placement (8 inches), plunge pool construction, and slope restoration (Type D). The plans cover sections between stations 1+00 and 40+00, with detailed elevation data, vertical curve calculations, and grade percentages for proper drainage and trail functionality.
The bid package includes comprehensive civil engineering drawings with removal plans, construction plans, and profile views depicting the existing conditions and proposed improvements. The project involves significant earthwork including clearing limits at 100 to 150 feet right-of-way, slope stabilization, and culvert placement at specified elevations and grades. No specific pricing information, award dates, contract term, or bidding deadline dates are provided in this technical drawing package. The plans are dated November 8, 2022, and are designed to guide contractor performance during the construction phase of the Lake Linden Trail Restoration project under the direction of the Michigan Department of Technology, Management and Budget.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
AA
(150' R.O.W.)
LIMITS OF CLEARING, TYP
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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
AA
(150' R.O.W.)
KEY PLAN
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CULV, CL B, 24 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
-0.33%
-0.80%
-0.63%
HIGH POINT STA = 36+23.06
HIGH POINT ELEV = 755.305
PVI STA = 36+18.14
PVI ELEV = 755.34
K: = 3.00
13.59' VC
B V
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C E
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E V
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HIGH POINT STA = 35+38.53
HIGH POINT ELEV = 754.452
PVI STA = 35+50.25
PVI ELEV = 754.41
K: = 50.00
23.44' VC
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C E
E V
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E V
C E
34+00
35+00
36+00
37+00
38+00
39+00
40+00
LOW POINT STA = 35+71.36
LOW POINT ELEV = 754.277
PVI STA = 35+86.91
PVI ELEV = 754.12
K: = 10.00
47.00' VC
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32 Ft - 24" CULV, CL B @ 6.22%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 40+00 - STA 34+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
1'
1'
PROP GRADE @ ℄
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F
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
AA
(100' R.O.W.)
LIMITS OF CLEARING, TYP
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32+00
33+00 34+00
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
AA
(100' R.O.W
KEY PLAN
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CULV, CL D, CONC, 72 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL
AGGREGATE SURFACE
COURSE, 8 INCH
PLUNGE POOL
CULV, CL A, 24 INCH
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
-0.21%
-2 .0
0.74%
LOW POINT STA = 33+03.18
LOW POINT ELEV = 754.800
PVI STA = 32+96.88
PVI ELEV = 754.73
K: = 10.00
27.40' VC
B V
C S
B V
C E
E V
C S
E V
C E
LOW POINT STA = 31+24.00
LOW POINT ELEV = 756.057
PVI STA = 31+14.13
PVI ELEV = 756.08
K: = 100.00
19.75' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 32+33.86
HIGH POINT ELEV = 755.827
PVI STA = 32+42.81
PVI ELEV = 755.81
K: = 10.00
17.91' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 33+51.32
HIGH POINT ELEV = 755.047
PVI STA = 33+45.12
PVI ELEV = 755.08
K: = 30.00
32.00' VC
B V
C S
B V
C E
E V
C S
E V
C E
28+00
29+00
30+00
31+00
32+00
33+00
34+00
59 Ft - 24" CULV, CL A @ 14.97%
111 Ft - 72" CULV, CONC, CL D @ 8.32%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 34+00 - STA 28+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
1'
1'
1'
1'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
A
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(150' R.O.W.)
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
A
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CULV, CL C, CSP, 36 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL
PLUNGE POOL
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
LOW POINT STA = 24+10.42
LOW POINT ELEV = 757.703
PVI STA = 24+00.75
PVI ELEV = 757.45
K: = 10.00
49.29' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 23+45.83
HIGH POINT ELEV = 759.125
PVI STA = 23+52.99
PVI ELEV = 759.08
K: = 5.00
14.32' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 24+88.74
HIGH POINT ELEV = 758.611
PVI STA = 24+81.34
PVI ELEV = 758.65
K: = 13.56
25.84' VC
B V
C S
B V
C E
E V
C S
E V
C E
22+00
23+00
24+00
25+00
26+00
27+00
28+00
-0.57%
1.50%
-0.41%
92 Ft - 36" CULV, CL C @ 8.94%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
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F 906.482.6453
7136-20-0040
STA 28+00 - STA 22+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
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1'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
A
A
(150' R.O.W.)
LIMITS OF CLEARING, TYP
CLEARING
R
KEY PLAN
M
-2
C A
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G R
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S
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17+00
18+00
19+00
20+00
21+00
22+00
S
F
S
F
S
F
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N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
A
A
(150' R.O.W.)
KEY PLAN
M
-2
C A
L U
M E
T
S
T
G R
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CULV, CL D, CONC, 60 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
0.44%
-0.50%
0.46%
LOW POINT STA = 20+89.73
LOW POINT ELEV = 759.924
PVI STA = 20+70.80
PVI ELEV = 759.83
K: = 10.00
46.63' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 19+80.56
HIGH POINT ELEV = 762.752
PVI STA = 19+99.40
PVI ELEV = 762.85
K: = 10.00
46.81' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 21+55.21
HIGH POINT ELEV = 760.192
PVI STA = 21+55.86
PVI ELEV = 760.20
K: = 10.00
10.06' VC
B V
C S
B V
C E
E V
C S
E V
C E
16+25
17+00
18+00
19+00
20+00
21+00
22+00
110 Ft - 60" CULV, CONC, CL D @ 8.03%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 22+00 - STA 16+25 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
1'
1'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
A
LIMITS OF CLEARING, TYP
CLEARING
R
KEY PLAN
M
-2
C A
L U
M E
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S
T
G R
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O R
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S
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10+00
11+00
12+00
13+00
14+00
15+00
16+00
S
F
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F
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F
S
F
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F
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+60.19, 0.00'
756.47
+10.19, 0.00'
758.93
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
A
KEY PLAN
M
-2
C A
L U
M E
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S
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G R
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SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION,
TYPE D
10+00
11+00
12+00
13+00
14+00
15+00
16+00
16+25
-0.18%
-0.40%
-0.65%
-0.17%
0.17%
-0.07%
-0.39%
-0.07%
Know what'sbelow.
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P
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I B
U
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N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 16+25 - STA 10+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
EXISTING TRAIL CENTERLINE PROFILE
EXISTING TRAIL CENTERLINE PROFILE
EXISTING TRAIL CENTERLINE PROFILE
KEY PLAN
M
-2
C A
L U
M E
T
S
T
G R
E G
O R
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S
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M
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RIPRAP, PLAIN
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