Bid Package 2 Plans 8 14068.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 230000000058 4
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This document is a bid package containing construction plans prepared by 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 (Project 7136-20-0040). The plans depict three segments of proposed trail centerline profiles with detailed engineering specifications, including elevation data, vertical curve calculations, and construction details spanning station 521+00 through station 544+00. The project involves trail restoration work with multiple components including culvert installations (ranging from 12 inches to 60 inches in diameter, various classifications), aggregate surface coursing (8 inches), slope restoration (Type D), washout repairs, plunge pools, riprap placement, and clearing operations within a 60-foot right-of-way corridor. The plans reference standard details for washout repair (Sheet 70) and plunge pool specifications (Sheet 72), and include graphic scales for construction reference.
The document provides technical engineering specifications for the proposed grade work, including slope percentages, vertical curve data (K values ranging from 4.00 to 75.00), point of vertical curve (PVC) and point of vertical tangent (PVT) stations with corresponding elevations, and approximate excavation limits. Culvert specifications indicate Class A and Class B materials at various grades and lengths. The plans are dated November 2022 and reference the civil drawing file directory maintained by OHM Advisors, the project's engineering firm. No pricing terms, funding sources, bid submission deadlines, or award information are contained within these technical construction plans.
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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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PH. 906.482.0535
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7136-20-0040
APPROXIMATE EXCAVATION LIMITS
STA 544+00 - 538+00 PROPOSED TRAIL CENTERLINE PROFILE
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PH. 906.482.0535
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7136-20-0040
(60' R.O.W.)
REPAIR WASHOUT, SEE WASHOUT REPAIR STANDARD PLAN ON SHEET 70
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PH. 906.482.0535
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7136-20-0040
(60' R.O.W.)
KEY PLAN
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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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7136-20-0040
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APPROXIMATE EXCAVATION LIMITS
1'
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APPROXIMATE EXCAVATION LIMITS
1'
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7136-20-0040
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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
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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PH. 906.482.0535
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7136-20-0040
APPROXIMATE EXCAVATION LIMITS
APPROXIMATE EXCAVATION LIMITS
STA 533+00 - 527+00 PROPOSED TRAIL CENTERLINE PROFILE
1'
1'
1'
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S
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60402010
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PH. 906.482.0535
F 906.482.6453
7136-20-0040
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LIMITS OF CLEARING, TYP
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KEY PLAN
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OSCEOLA HILL RD
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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%
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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.
before you dig.Call
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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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 .