Bid Package 2 Plans 2 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 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. The project encompasses trail restoration work in the Forsman Road and Flats Road area near M-26, with plans detailing segment 2 of the overall trail work. The plans specify construction of multiple culverts including a 24-inch Class A culvert (48 feet long at 7.20% slope), a 48-inch Class A culvert (58 feet long at 8.00% slope), a 36-inch Class B culvert (64 feet long at 0.50% slope), a 60-inch Class B culvert (64 feet long at 8.00% slope), a 36-inch Class A culvert (50 feet long at 8.00% slope), and a 12-inch Class A culvert (58 feet long at 9.19% slope). Additional work includes slope restoration (Type D), plunge pool construction per standard details on Sheet 72, 8-inch aggregate surface CSE (Cinder and Slag Engineered) surfacing, clearing operations, and washout repair. The project site encompasses a 100-foot right-of-way corridor.
The plans provide detailed elevation data, vertical curve information, and longitudinal grading profiles for the trail centerline across stations 621+50 through 627+50. Design documentation includes typical excavation limits, end sections for all culvert sizes, and references to standard detail sheets for specialized construction elements such as plunge pools and washout repairs. The project drawings were prepared by OHM Advisors and dated November 4, 2022, with the project ID 7136-20-0040. No specific pricing, contract term, bid deadline, or award information is contained within these construction plans.
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622+00
623+00
624+00
625+00
626+00
627+00
48.4'
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before you dig.Call
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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
(100' R.O.W.)
A
CULVERT, CL A 24 INCH
SLOPE RESTORATION, TYPE D
AGGREGATE SURFACE CSE, 8 INCH (TYP)
AGGREGATE SURFACE CSE, 8 INCH (TYP)
SLOPE RESTORATION, TYPE D
CULVERT, CL B 48 INCH
AGGREGATE SURFACE CSE, 8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
CULVERT, CL B 36 INCH
A P
P R
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A T
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L O
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REPLACE EXISTING CULVERT
WITH NEW 24" CULVERT SEE
CULVERT REPLACEMENT TYPICAL
PLANS AND DETAIL SHEET 70
KEY PLAN
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CULVERT, END SECT, 24 INCH (TYP)
CULVERT, END SECT, 24 INCH (TYP)
CULVERT, END SECT, 36 INCH (TYP)
621+50622+00623+00624+00625+00626+00627+00627+50
621+50
622+00
623+00
624+00
625+00
626+00
627+00
627+50
-1.01%
-0.98%
-0.58%
-0.06%
-0.36%
-1 .9
8%
L.P. STA = 623+03.69
L.P. ELEV = 639.02
PVI STA = 623+00.77
PVI ELEV = 639.02
K: = 19.26
5.84' VC
A.D. = 0.30%
L.P. STA = 622+92.12
L.P. ELEV = 639.05
PVI STA = 622+39.24
PVI ELEV = 639.24
K: = 65.46
105.75' VC
A.D. = 1.62%
H.P. STA = 624+72.02
H.P. ELEV = 638.32
PVI STA = 625+41.06
PVI ELEV = 637.65
K: = 4676.79
138.08' VC
A.D. = 0.03%
H.P. STA = 624+64.93
H.P. ELEV = 638.38
PVI STA = 624+68.39
PVI ELEV = 638.36
K: = 17.47
6.90' VC
A.D. = 0.40%
H.P. STA = 623+03.84
H.P. ELEV = 639.02
PVI STA = 623+62.27
PVI ELEV = 638.98
K: = 222.80
116.85' VC
A.D. = 0.52%
H.P. STA = 621+80.93
H.P. ELEV = 640.38
PVI STA = 621+83.58
PVI ELEV = 640.34
K: = 8.52
5.29' VC
A.D. = 0.62%
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PROP GRADE @ ℄
48 Ft 24" CULV, CL A, @7.20%
APPROX EXC LIMITS
58 Ft 48" CULV, CL A, @8.00%
APPROX EXC LIMITS
1.0'
1.0'
1.0'
1.0'
PROPOSED 24" CULVERT, SEE
STANDARD DETAILS ON SHEET 70
64 Ft 36" CULV, CL B, @0.50%
APPROX EXC LIMITS
1.0'
1.0'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 627+50 - STA 621+50 PROPOSED TRAIL CENTERLINE PROFILE
S
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before you dig.Call
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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
(100' R.O.W.)
CLEARING LIMITS
CLEARING LIMITS
CLEARING
CLEARING
REPAIR WASHOUT, SEE
WASHOUT REPAIR STANDARD
PLAN ON SHEET 70
KEY PLAN
F
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CLEARING
619+00
620+00
621+00
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before you dig.Call
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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
(100' R.O.W.)
AGGREGATE SURFACE CSE,
8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
SLOPE RESTORATION TYPE D
CULVERT, CL B 60 INCH
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
SLOPE RESTORATION
TYPE D
A G
G R
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A T
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U R
F A
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L B
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KEY PLAN
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SLOPE RESTORATION TYPE D
AGGREGATE SURFACE CSE,
8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
CULVERT, CL A 12 INCH
CULV, END SECT, 12 INCH (TYP)
CULV, END SECT, 60 INCH (TYP)
CULV, END SECT, 36 INCH (TYP)
PLUNGE POOL SHALL BE
SHORTENED FROM
STANDARD DETAIL TO
STAY WITHIN ROW LIMITS
615+50616+00617+00618+00619+00620+00621+00621+50
-1 .3
6%
-1.21%
-0.41%
-1 .5
1%
L.P. STA = 618+89.27
L.P. ELEV = 643.75
PVI STA = 617+89.27
PVI ELEV = 644.16
K: = 181.14
200.00' VC
A.D. = 1.10%
H.P. STA = 619+50.57
H.P. ELEV = 643.48
PVI STA = 619+72.07
PVI ELEV = 643.22
K: = 292.96
42.99' VC
A.D. = 0.15%
H.P. STA = 619+45.43
H.P. ELEV = 643.52
PVI STA = 619+47.57
PVI ELEV = 643.51
K: = 5.32
4.27' VC
A.D. = 0.80%
H.P. STA = 615+59.01
H.P. ELEV = 647.13
PVI STA = 616+22.47
PVI ELEV = 646.69
K: = 154.71
126.93' VC
A.D. = 0.82%
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615+50
616+00
617+00
618+00
619+00
620+00
621+00
621+50
℄ PROP GRADE @ ℄
64 Ft 60" CULV, CL B, @8.00%
APPROX EXC LIMITS
50 Ft 36" CULV, CL A, @8.00%
APPROX EXC LIMITS
1.0'
1.0'
1.0'
1.0'
58 Ft 12" CULV, CL A, @9.19%
APPROX EXC LIMITS
1.0'
1.0'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 621+50 STA- 615+50 PROPOSED TRAIL CENTERLINE PROFILE
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