Bid Package 4 Plans 8 14068.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 230000000061 7
- Issued by
- Houghton County, Lansing City, Michigan
About this file
This is a bid package containing civil 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 including clearing, grading, culvert installation, and slope restoration along a designated trail corridor. The plans depict specific construction details for Segment 6, including a 152-foot concrete culvert (Class D, 36-inch diameter) installed at a 4.54% slope, aggregate surface preparation (8 inches typical), plunge pool construction, and slope restoration work. The project area encompasses portions of property along West 21st Street, Quarry Road, Gregory Street, and M-26, with right-of-way dimensions of 30 feet and 300 feet as noted on the key plan. Clearing and grading limits are clearly marked on the plans with station references ranging from approximately 81+00 to 87+00.
The plans include comprehensive notes regarding right-of-way and property line approximations, utility locations requiring field verification, and provisions for stockpiling excess or unsuitable soils at designated locations with temporary and permanent erosion and sediment control measures required. Contractors are instructed to remove vegetation from work areas, perform earth excavation as required by grading plans, and properly dispose of excess and unsuitable soils either on-site (with appropriate SESC measures) or off-site as specified. The design and construction division has established standard pay items for various components including culvert installation, slope restoration, and plunge pool construction, with specific elevation and gradient data provided for proper installation. All plans contain the standard directive to verify underground utility locations before commencing work.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(30' R.O.W.)
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LIMITS OF CLEARING (TYP)
LIMITS OF CLEARING (TYP)
CLEARING
CLEARING
83+00
84+00
85+00
86+00
87+00
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(30' R.O.W.)
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AGGREGATE SURFACE CSE, 8 INCH (TYP)
CULV, CL D, CONC, 36 INCH
CULV, END SECT, CONC, 36 INCH (TYP)
SLOPE RESTORATION, TYPE D
PLUNGE POOL, SEE STANDARD DETAIL ON SHEET 63
TIE INTO EXISTING STRUCTURE INCIDENTAL TO CULVERT, CL D, CONC 36 INCH PAY ITEM
81+50
82+00
83+00
84+00
-1.10%
0.24%
-1.10%
0.24%
L.P. STA = 82+92.22
L.P. ELEV = 744.18
PVI STA = 82+60.00
PVI ELEV = 744.08
K: = 75.08
100.00' VC
A.D. = 1.33%
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7136-20-0040
152 FT CULV, CL D CONC, 36 INCH @ 4.54%
APPROXIMATE EXCAVATION LIMITS
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1. RIGHT-OF-WAY (ROW) AND PROPERTY LINES ARE APPROXIMATE. THEY HAVE BEEN ADJUSTED ON THESE PLANS TO
DEPICT ROW OFFSETS FROM CENTERLINE OF TRAIL.
2. UTILITIES ARE APPROXIMATE. FIELD VERIFY LOCATION.
3. EXCESS OR UNSUITABLE SOILS MAY BE STOCKPILED AT THE LOCATION SHOWN ON PLANS FOR THIS SITE.
4. PROVIDE TEMPORARY AND PERMANENT SESC MEASURES FOR EXCESS OR UNSUITABLE SOILS STOCKPILES.
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
TRAIL TRANSITION 2
1" = 30'
REMOVE VEGETATION FROM
LIMITS OF WORK AREA
EARTH EXCAVATION AS REQUIRED BY GRADING PLAN
CLEARING LIMITS
GRADING LIMITS
EXCESS/UNSUITABLE SOILS STOCKPILE AREA
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PH. 906.482.0535
F 906.482.6453
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DEPICT ROW OFFSETS FROM CENTERLINE OF TRAIL.
2. UTILITIES ARE APPROXIMATE. FIELD VERIFY LOCATION.
3. PROPERLY DISPOSE OF EXCESS AND UNSUITABLE SOILS OFF SITE.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
1" = 30'
TRAIL TRANSITION 1
IMPACT LIMITS
REMOVE AND STOCKPILE TOPSOIL
EARTH EXCAVATION AS REQUIRED BY GRADING PLAN
CLEARING LIMITS (TYP)
GRADING LIMITS
CAUTION: UNDERGROUND UTILITY
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