751_13068.TAP_DB to LL Trail_BidPackage1_Plans_9.pdf
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- Solicitation number
- RFQ 171 230000000382 2
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This is a technical plans document 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 encompasses trail restoration work identified as Project 7136-20-0040, with detailed civil engineering plans and profiles showing proposed trail centerline modifications, culvert installations, and site improvements across multiple segments. The plans include two primary profile sections: STA 251+00 to STA 246+00 and STA 246+00 to STA 240+50, featuring a 36-inch diameter Class A culvert and a 24-inch diameter culvert respectively, along with grade specifications, vertical curve calculations, and elevation data. The document specifies contractor coordination requirements with utility companies regarding existing fiber optic line protection and final location confirmation, emphasizing adherence to "Know what's below" utility notification procedures.
The technical specifications include detailed culvert installation standard details referenced on Sheet 34, naturalization typicals showing existing and proposed trail sections between STA 688+00 and STA 631+00, and erosion control measures comprising earth diversion berms, check dams, riprap slope protection, silt fence, sediment traps, rock-lined channels, vegetation buffer zones, and permanent check dams with plunge pools. The plans document was finalized on March 28, 2023, and prepared by OHM-Advisors architectural, engineering, and planning firm. Critical project elements include removal of existing 18-inch diameter HDPE culverts, installation of new culverts with specific grade slopes ranging from approximately 0.82% to 4.39%, and comprehensive site restoration with slope benching and riprap stabilization.
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246+00
247+00
248+00
249+00
250+00
251+00
PROP GRADE @ ℄
41 Ft 36" CULV, CL A, @3.76%
APPROX EXC LIMITS
1.0'1.0'
-0.82%
PVI STA = 247+59.12
PVI ELEV = 615.64
K: = 213.54
186.67' VC
A.D. = 0.87%
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CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR
PROTECTION AND FINAL LOCATION OF EXISTING FIBER OPTIC LINE
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
STA 251+00 - STA 246+00 PROPOSED TRAIL CENTERLINE PROFILE
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60402010
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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7136-20-0040
KEY PLAN
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LIMITS OF CLEARING, TYP
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34 FOR CULVERT INSTALLATION
EX 18" DIA HDPE CULVERT
UNDERGROUND UTILITY
CAUTION - CRITICAL
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PH. 906.482.0535
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7136-20-0040
KEY PLAN
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EX 18" DIA HDPE CULVERT
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UNDERGROUND UTILITY
CAUTION - CRITICAL
240+50
241+00
242+00
243+00
244+00
245+00
246+00
L.P. STA = 245+46.86
L.P. ELEV = 617.37
PVI STA = 244+46.86
PVI ELEV = 618.19
K: = 57.30
200.00' VC
A.D. = 3.49%
PROP GRADE @ ℄
SEE STANDARD DETAIL ON PAGE 34
FOR TYPICAL CULVERT INSTALLATION
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CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR
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STA 246+00 - STA 240+50 PROPOSED TRAIL CENTERLINE PROFILE
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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7136-20-0040
PROPOSED CULVERT4
TYPICAL CULVERT PROFILE2 TYPICAL CULVERT SECTION1
EXISTING/REMOVALS PLAN VIEW3
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7136-20-0040
NATURALIZATION TYPICALS4 EXISTING / REMOVALS PLAN VIEW3
TYPICAL NATURALIZATION PROFILE2 TYPICAL NATURALIZATION SECTION1
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HANCOCK, MICHIGAN 49930
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PROPOSED TRAIL SECTION STA 688+00 - STA 631+001EXISTING TRAIL SECTION STA 688+00 - STA 631+002
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EARTH DIVERSION BERM1CHECK DAMS2RIPRAP SLOPE3
SLOPE BENCHING7
SILT FENCE5
SEDIMENT TRAP7
ROCK LINED CHANNEL6 VEGETATION BUFFER ZONE4
PLUNGE POOL9
CHECK DAM (PERMANENT)8
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