Bid Package 2 Plans 5 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 and technical drawings 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 construction sites with specific work activities. The work encompasses earth excavation and clearing operations, culvert installation and cleaning (including 18-inch and 24-inch Class B and C culverts), slope restoration using Type D specifications, riprap plain aggregate surface placement with 8-inch typical depth, plunge pool construction, and concrete headwall installation. The plans document two primary segments with detailed station locations ranging from STA 573+94.46 to STA 591+50, establishing proposed trail centerline profiles with specific elevations, grade percentages, and vertical curve calculations. Clearing limits are defined within 60-foot and 100-foot right-of-way sections, with several sites marked for no work activities and one site requiring culvert cleaning and video inspection.
The technical drawings include plan views, profile sheets, and removal diagrams with precise grading specifications, approximate excavation limits, and aggregate surface requirements. Elevation data spans from 664.57 to 678.36 feet with grade slopes ranging from -3.02% to 8.00% depending on segment location. The project documentation references standard detail specifications on Sheet 72 for plunge pool construction and includes graphic scales and right-of-way designations. All plans are stamped with the State of Michigan authority and dated November 7, 2022, prepared by OHM Advisors. No pricing information, contract term, bid due dates, or award specifics are detailed within this technical drawing package.
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587+50.00
588+50.00
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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.)
(100' R.O.W.)
CLEARING LIMITS
CLEARING
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SITE: 588+85.7
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586+00
587+00
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589+00
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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
(60' R.O.W.)
(100' R.O.W.)
RIPRAP, PLAIN
AGGREGATE SURFACE CSE,
8 INCH (TYP)
SLOPE RESTORATION, TYPE D
CULVERT, CL B 24 INCH
KEY PLAN
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SITE 588+85
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CULVERT, END SECT, 24 INCH (TYP)
CULVERT, HEADWALL, CONC
585+50586+00587+00588+00589+00590+00591+00591+50
-0.07%
-0.31%
L.P. STA = 587+38.27
L.P. ELEV = 664.87
PVI STA = 586+88.33
PVI ELEV = 664.91
K: = 428.98
99.88' VC
A.D. = 0.23%
L.P. STA = 586+35.53
L.P. ELEV = 665.07
PVI STA = 586+32.35
PVI ELEV = 665.08
K: = 9.44
6.37' VC
A.D. = 0.67%
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PROP GRADE @ ℄
50 Ft 24" CULV, CL B, @7.57%
APPROX EXC LIMITS
1.0'
1.0'
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 591+50 - STA 585+50 PROPOSED TRAIL CENTERLINE PROFILE
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60402010
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7136-20-0040
(60' R.O.W.)
KEY PLAN
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EXCAVATION, EARTH
CLEARING
CLEARING LIMITS
581+00
582+00
583+00
584+00
585+00
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R feetGRAPHIC SCALE: FULL feetHALF
60402010
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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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PLUNGE POOL,
SEE STANDARD DETAIL
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60402010
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PH. 906.482.0535
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7136-20-0040
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CLEARING LIMITS
CLEARING
KEY PLAN
F
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SITE: 580+70.21
NO WORK
CLEAN CULVERT AND
VIDEO INSPECT
EXCAVATION, EARTH
QUANTITIES INCLUDED
WITH SITE 573+94.46
579+00
Know what's below.
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
R
O
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SLOPE RESTORATION, TYPE D
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
AGGREGATE SURFACE CSE,
8 INCH (TYP)
CULVERT, CL C 18 INCH
KEY PLAN
F
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S
M
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A
A
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NTS
SITE 577+91
NO WORK
SITE 580+70
NO WORK
CULV, END SECT, 18 INCH (TYP)
AGGREGATE SURFACE CSE,
8 INCH (TYP)
QUANTITIES INCLUDED
WITH SITE 573+94.46
573+50574+00575+00576+00577+00578+00579+00579+50
-2.54%
-3.02%
0.47%
L.P. STA = 576+57.98
L.P. ELEV = 674.64
PVI STA = 576+20.90
PVI ELEV = 675.01
K: = 47.58
74.18' VC
A.D. = 1.56%
L.P. STA = 575+78.91
L.P. ELEV = 676.07
PVI STA = 575+75.89
PVI ELEV = 676.15
K: = 12.55
6.05' VC
A.D. = 0.48%
L.P. STA = 574+80.68
L.P. ELEV = 677.16
PVI STA = 574+45.07
PVI ELEV = 676.94
K: = 49.21
117.91' VC
A.D. = 2.40%
H.P. STA = 575+22.08
H.P. ELEV = 677.29
PVI STA = 575+35.57
PVI ELEV = 677.37
K: = 10.60
37.04' VC
A.D. = 3.50%
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573+50
574+00
575+00
576+00
577+00
578+00
579+00
579+50
PROP GRADE @ ℄
70 Ft 18" CULV, CL B, @8.00%
APPROX EXC LIMITS
1.0'
1.0'
Know what's below.
before you dig.Call
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OHM-ADVISORS.COM
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 580 - STA 574 PROPOSED TRAIL CENTERLINE PROFILE
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