Bid Package 6 Plans 2 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 construction plans for the Lake Linden Trail Restoration project prepared by the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division, located in Hancock, Michigan. The project involves trail restoration work including slope restoration, culvert installation and repairs, aggregate surface course placement, and clearing operations across multiple segments of the trail corridor. The plans specify detailed construction details for segments 8-1 and 8-2, covering station locations from STA 20+00 through STA 70+00, with horizontal alignment shown on key plan M-26 referencing Calumet Street, Gregory Street, Cemetery Road, and Norman Drive. The project includes installation and repair of various culverts including 18-inch, 24-inch, 36-inch, and 60-inch diameter pipes in different classes (Class A, B, and D concrete), with specifications for plunge pools, riprap outlet protection, and aggregate surface courses. Proposed trail centerline profiles and excavation limits are provided with detailed elevation data and vertical curve calculations.
The construction documents include plan views and profile sections with precise station elevations, vertical curve parameters including point of vertical intersection (PVI) stations and elevations, and curve coefficients (K values). Slope restoration is designated as Type D across multiple segments, and the work includes clearing limits marked as typical throughout the corridor within a 150-foot right-of-way. The plans reference an existing 8-foot by 8-foot box culvert with an approximate bury depth of 54.8 feet. Project details are presented across multiple sheet layouts with graphic scales provided for reference, and standard utility location notices ("Know what's below. Before you dig") are included throughout the documentation to promote construction safety and subsurface utility awareness.
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69+00
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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.)
CULV, CL B, 18 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PRIVATE ACCESS ROAD (GATED)
KEY PLAN
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PLUNGE POOL
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
0.88%
LOW POINT STA = 68+88.29
LOW POINT ELEV = 744.493
PVI STA = 69+06.25
PVI ELEV = 744.46
K: = 50.00
52.16' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 69+98.21
HIGH POINT ELEV = 745.073
PVI STA = 70+00.76
PVI ELEV = 745.29
K: = 50.00
93.18' VC
B V
C S
B V
C E
64+00
65+00
66+00
67+00
68+00
69+00
70+00
73 Ft - 18" CULV, CL B @ 2.02%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 70+00 - STA 64+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
SUITABLE SOILS BACKFILL
1'
1'
PROP GRADE @ ℄
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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7136-20-0040
A
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LIMITS OF CLEARING, TYP
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LIMITS OF CLEARING, TYP
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CULVERT REPAIRS. SEE SHEET 44 FOR DETAILS
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60+00
61+0062+00
63+00
64+00
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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7136-20-0040
A
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(150' R.O.W.)
AGGREGATE SURFACE COURSE, 8 INCH
KEY PLAN
M
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C A
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M E
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G R
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PLUNGE POOL
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL A, 36 INCH
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
-1 .7
1.10%
-0.16%
HIGH POINT STA = 58+03.23
HIGH POINT ELEV = 746.304
PVI STA = 58+10.38
PVI ELEV = 746.28
K: = 10.00
14.30' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 58+63.64
HIGH POINT ELEV = 746.148
PVI STA = 58+58.95
PVI ELEV = 746.16
K: = 10.00
12.62' VC
B V
C S
B V
C E
E V
C S
E V
C E
58+00
59+00
60+00
61+00
62+00
63+00
64+00
LOW POINT STA = 58+36.96
LOW POINT ELEV = 745.976
PVI STA = 58+33.91
PVI ELEV = 745.88
K: = 10.00
28.10' VC
B V
C S
B V
C E
E V
C S
E V
C E
53 Ft - 36" CULV, CL A @ 4.58%
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 64+00 - STA 58+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
ELEVATION AND STATION OF EXISTING 8'x8' BOX CULVERT NOT
SHOWN. APPROXIMATE BURY DEPTH 54.8'.
1'
1'
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
A
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(150' R.O.W.)
KEY PLAN
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A feetGRAPHIC SCALE: FULL feetHALF
52+
53+00
54+00
55+00
56+00 57+00
58+00
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
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52+00
53+00
54+00
55+00
56+00
57+00
58+00
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 58+00 - STA 52+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE PROP GRADE @ ℄
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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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R
LIMITS OF CLEARING, TYP
CLEARING
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KEY PLAN
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C A
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60402010
TRAIL ACCESS
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46+00
47+00
48+00
49+00
50+00
51+00
52+00
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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.)
KEY PLAN
M
-2
C A
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CULV, CL A, 18 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL
OUTLET PROTECTION -
RIPRAP, PLAIN
AGGREGATE SURFACE COURSE, 8 INCH
CULV, CL D, CONC, 60 INCH
SLOPE RESTORATION, TYPE D
feetGRAPHIC SCALE: FULL feetHALF
60402010
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
TRAIL ACCESS
-0.43%
-0.87%
-0.19%
-0.49%
46+00
47+00
48+00
49+00
50+00
51+00
52+00
106 Ft - 60" CULV, CONC, CL D @ 9.16%
45 Ft - 18" CULV, CL A @ 4.64%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 52+00 - STA 46+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
1'
1'
1'
1'
SF
S
F
SF
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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
CLEARING
R
LIMITS OF CLEARING, TYP
CLEARING
R
KEY PLAN
M
-2
C A
L U
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LIMITS OF MACHINE GRADING
feetGRAPHIC SCALE: FULL feetHALF
S
T M
S
T M
40+00
41+00
42+00
43+00
44+00
45+00
46+00
S
F
S F
S
F
S
F
Know what's below.
before you dig.Call
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N
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
AA
(150' R.O.W.)
KEY PLAN
M
-2
C A
L U
M E
T
S
T
G R
E G
O R
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S
T
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M
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CULV, CL A, 24 INCH
AGGREGATE SURFACE COURSE, 8 INCH
PLUNGE POOL
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
-2 .0
1.56% -0.28%
-0.45%
LOW POINT STA = 42+50.08
LOW POINT ELEV = 750.844
PVI STA = 42+47.85
PVI ELEV = 750.69
K: = 10.00
35.55' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 41+82.67
HIGH POINT ELEV = 751.803
PVI STA = 41+96.41
PVI ELEV = 751.72
K: = 20.00
27.46' VC
B V
C S
B V
C E
E V
C S
E V
C E
HIGH POINT STA = 43+01.04
HIGH POINT ELEV = 751.274
PVI STA = 42+88.29
PVI ELEV = 751.32
K: = 20.00
36.69' VC
B V
C S
B V
C E
E V
C S
E V
C E
40+00
41+00
42+00
43+00
44+00
45+00
46+00
43 Ft - 24" CULV, CL A @ 5.42%
68 Ft - 24" CULV, CL B @ 9.26%
Know what's below.
before you dig.Call
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P
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U
R I
B U
E
S
U
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U
M
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U M
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S P
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A
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ARCHITECTS. ENGINEERS. PLANNERS
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:05 pm
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 46+00 - STA 40+00 PROPOSED TRAIL CENTERLINE PROFILE
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
1'
1'
1'
1'
File details come from the government source that posted it. Updated .