Bid Package 2 Plans 4 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, located in Hancock, Michigan. The project involves trail restoration work along Forsman Road and Flats Road (M-26) and includes multiple segments with specific construction details. The plans document proposed trail centerline profiles, clearing limits, culvert installations, slope restorations, and aggregate surface work across two profile sections (STA 591+50 to STA 597+50 and STA 597+50 to STA 603+50). The work includes installation and repair of culverts ranging from 18 inches to 72 inches in diameter at various elevations and grades, construction of plunge pools per standard details, slope restoration of Type D specification, and 8-inch aggregate surface CSE throughout. Excavation limits are clearly marked, and specific work sites are identified as requiring no work (at STA 593+63.28, STA 594+33.28, and STA 594+93.28). Additional maintenance activities include cleaning and video inspection of existing culverts and sediment removal from inlets classified as erosion control maintenance work.
The plans contain detailed elevation data, stationing information, and grade percentages for the proposed trail centerline, with vertical curve calculations providing specific points of curvature, tangent, and elevation measurements. The project utilizes a 100-foot right-of-way and includes standard details referenced on sheet 70 for culvert installation and sheet 72 for plunge pool specifications. The drawings were last updated November 4-7, 2022, and are prepared by OHM-Advisors, professional architects, engineers, and planners. The plans indicate this is Segment 2, Package 2 of the Lake Linden Trail Restoration project, identified as project number 7136-20-0040, with contact information provided for the Michigan Department of Technology, Management and Budget at 906.482.0535.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(100' R .O
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CLEARING LIMITS
CLEARING
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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.)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
SLOPE RESTORATION, TYPE D
AGGREGATE SURFACE CSE,
8 INCH (TYP)
CULVERT, CL A 24 INCH
KEY PLAN
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AGGREGATE SURFACE CSE,
8 INCH (TYP)
SLOPE RESTORATION, TYPE D
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
CULVERT, CL B 18 INCH
AGGREGATE SURFACE CSE,
8 INCH (TYP)
SLOPE RESTORATION, TYPE D
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
CULVERT, CL B 72 INCH
REPAIR WASHOUT, INSTALL CULVERT
SEE STANDARD CULVERT INSTALLATION
PLANS AND DETAILS ON SHEET 70
CULVERT, END SECT, 72 INCH (TYP)
CULVERT, END SECT, 18 INCH (TYP)
CULVERT, END SECT, 24 INCH (TYP)
597+50598+00599+00600+00601+00602+00603+00603+50
-0.88%
L.P. STA = 601+53.70
L.P. ELEV = 657.48
PVI STA = 601+50.87
PVI ELEV = 655.78
K: = 16.38
149.28' VC
A.D. = 9.11%
H.P. STA = 600+67.20
H.P. ELEV = 659.60
PVI STA = 600+70.94
PVI ELEV = 659.56
K: = 1.94
7.46' VC
A.D. = 3.85%
H.P. STA = 602+61.25
H.P. ELEV = 659.97
PVI STA = 602+53.16
PVI ELEV = 660.21
K: = 6.79
39.95' VC
A.D. = 5.88%
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PROP GRADE @ ℄
APPROX EXC LIMITS
APPROX EXC LIMITS
47 Ft 24" CULV, CL A, @10.08%
APPROX EXC LIMITS
1.0'
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70 Ft 72" CULV, CL D, @8.04%
46 Ft 18" CULV, CL A, @16.59%
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 603+50 - STA 597+50 PROPOSED TRAIL CENTERLINE PROFILE
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592+50.00
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594+50.00
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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.)
CLEARING LIMITS
CLEARING
KEY PLAN
F
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CLEAN CULVERT
AND VIDEO
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CLEAN CULVERT
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CLEAN CULVERT
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EXCAVATION, EARTH
_8" EXCAVATION, EARTH
CLEAN SEDIMENT FROM INLET -
PAID FOR AS EROSION CONTROL,
MAINTENANCE, SEDIMENT REM
592+00
593+00
594+00
595+00
596+00
597+00
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before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
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.)
SLOPE RESTORATION, TYPE D
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
AGGREGATE SURFACE CSE,
8 INCH (TYP)
CULVERT, CL A 36 INCH
KEY PLAN
F
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S
M
S
A
A
M
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AGGREGATE SURFACE CSE,
8 INCH (TYP)
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
SITE 594+93.28
NO WORK
SITE 594+33.28
NO WORK
SITE 593+63.28
NO WORK
CULVERT, END SECT, 36 INCH (TYP)
591+50592+00593+00594+00595+00596+00597+00597+50
-0.83%
H.P. STA = 595+34.15
H.P. ELEV = 664.24
PVI STA = 596+34.15
PVI ELEV = 663.40
K: = 4536.71
200.00' VC
A.D. = 0.04%
H.P. STA = 595+21.90
H.P. ELEV = 664.30
PVI STA = 595+27.57
PVI ELEV = 664.29
K: = 14.89
11.33' VC
A.D. = 0.76%
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597+50
PROP GRADE @ ℄
44 Ft 36" CULV, CL A, @3.05%
APPROX EXC LIMITS
1.0'
1.0'
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before you dig.Call
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 597+50 - STA 591+50 PROPOSED TRAIL CENTERLINE PROFILE
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