751_13068.TAP_DB to LL Trail_BidPackage1_Plans_2.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ 171 230000000382 2
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This file contains construction plans and specifications for the Lake Linden Trail Restoration project managed 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, identified as 7136-20-0040, involves trail restoration work along a segment from station 682+00 to station 687+70, including the installation of an 8-inch aggregate surface, a 36-inch Class A culvert with slope restoration, a plunge pool, and trail clearing operations. The plans detail the proposed trail centerline profile, grading specifications, and removal requirements for the segment. The project area is located in the vicinity of Woodside Lane, First Street, and Montreal Road in the M-26 area, with a 60-foot right-of-way designation. Critical utility coordination is required for an existing fiber optic line, and contractors must verify underground utility locations before excavation begins.
The construction specifications include an aggregate surface at 8 inches, culvert installation at approximately 54 feet at a 2.56% grade, and trail clearing to a 14-foot width centered on the existing trail. Site grading calculations are provided with specific elevation data at multiple stations. The project requires erosion control measures, including a discharge bypass pumping system into riprap and an upland diversion ditch. All work is subject to coordination with utility companies for protection and final location of existing fiber optic infrastructure. The plans were prepared by OHM Advisors and dated March 28, 2023, with design specifications suitable for competitive bidding.
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Text version
687+70
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
AGGREGATE SURFACE CSE, 8 INCH
E12
KEY PLAN
M-26
WOODSIDE LN
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CULVERT, CL A, 36 INCH
SLOPE RESTORATION, TYPE D
CULVERT, END SECT, 36 INCH
PLUNGE POOL, SEE STANDARD
DETAIL ON SHEET 37
E12
(60' R.O.W.)
UNDERGROUND UTILITY
CAUTION - CRITICAL
682+00
683+00
684+00
685+00
686+00687+00687+70
H.P. STA = 684+66.49
H.P. ELEV = 632.18
PVI STA = 684+65.76
PVI ELEV = 632.26
K: = 4.32
16.42' VC
A.D. = 3.80%
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PROP GRADE @ ℄
54 Ft 36" CULV, CL A, @2.56%
APPROX EXC LIMITS
1.0'
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR
PROTECTION AND FINAL LOCATION OF EXISTING FIBER OPTIC LINE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 687+70 - STA 682+00 PROPOSED TRAIL CENTERLINE PROFILE
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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.)
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TRAIL CLEARING
KEY PLAN
M-26
WOODSIDE LN
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LIMITS OF CLEARING, TYP
CLEARING
TRAIL CLEARING
14 Ft Trail Width, Centered on Existing Trail, Typical
DISCHARGE BYPSS PUMPING INTO RIPRAP DITCH
UPLAND OF EXISTING STREAM CHANNEL - PAID
FOR AS _EROSION CONTROL, DIVERSION DITCH
EXCAVATION, EARTH
EXCAVATION, EARTH
SECTION LINE
UNDERGROUND UTILITY
CAUTION - CRITICAL
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