Bid Package 2 Plans 6 14068.pdf
PDF 5 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 prepared by the State of Michigan's Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division, for the Lake Linden Trail Restoration project (Project No. 7136-20-0040) located in Hancock, Michigan. The plans detail trail reconstruction and repair work across multiple segments along the specified route corridors. Key project components include excavation and earth clearing operations, culvert repairs and installation of a 96-inch diameter culvert with end sections, slope restoration work utilizing Type D specifications, a box culvert measuring 5.5' by 6.6', washout repairs, plunge pool construction, aggregate surface installation, and erosion control measures including a bypass pumping system and diversion ditch. The plans indicate a 60-foot right-of-way and reference standard detail sheets for specific construction elements. Station markers range from STA 561+50 through STA 573+50, with elevation profiles and grade specifications provided for the proposed trail centerline.
The document serves as the technical design reference for bidders and does not contain explicit pricing information, bid submission deadlines, site visit requirements, or contract award details within the provided content. The plans reference standard construction details located on sheets 70 and 72 and indicate survey data current as of November 7, 2022. Contractors should note the presence of non-easement access areas where the property owner does not hold easement rights, as well as the requirement to coordinate with utility locating services as indicated by the "Know what's below. before you dig" notation on multiple sheets.
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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.)
REPAIR WASHOUT, SEE
WASHOUT REPAIR STANDARD
PLAN ON SHEET 70
REPAIR WASHOUT, SEE
WASHOUT REPAIR STANDARD
PLAN ON SHEET 70
KEY PLAN
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EXCAVATION, EARTH
CLEARING LIMITS
568+00
569+00
570+00
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(6 R
.O .W
KEY PLAN
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SLOPE RESTORATION TYPE D
PLUNGE POOL,
SEE STANDARD DETAIL
ON SHEET 72
AGGREGATE SURFACE CSE,
8 INCH (TYP)
CULVERT, CL D 96 INCH
CULV, END SECT, 96 INCH (TYP)
567+50568+00569+00570+00571+00572+00573+00573+50
567+50568+00569+00570+00571+00572+00
573+00
573+50
-1 .9
2%
H.P. STA = 571+06.09
H.P. ELEV = 682.42
PVI STA = 571+68.80
PVI ELEV = 682.25
K: = 76.59
125.43' VC
A.D. = 1.64%
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PROP GRADE @ ℄
100 Ft 96" CULV, CL D, @8.00%
APPROX EXC LIMITS
1.0'
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STA 573+50 - STA 567+50 PROPOSED TRAIL CENTERLINE PROFILE
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7136-20-0040
(60' R.O.W.)
KEY PLAN
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CULVERT REPAIRS, SEE
SHEET 70
RELOCATE BOULDER
AWAY FROM OUTLET
PROP BYPASS PUMP LOCATION
NON EASEMENT ACCESS -
OWNER DOES NOT HAVE AN
EASEMENT FOR THIS ACCESS
LIMITS OF CLEARING, TYP
DISCHARGE BYPASS PUMPING INTO RIPRAP DITCH
UPLAND OF EXISTING STREAM CHANNEL - PAID
FOR AS _EROSION CONTROL, DIVERSION DITCH
561+50 562+00
563+00
564+00
565+00
566+00
567+00
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SITE 565+78.15
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SLOPE RESTORATION TYPE D
BOX CULVERT, 5.5' X 6.6'
561+50563+00564+00565+00566+00567+00567+50
EXISTING BOX CULVERT
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7136-20-0040
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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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60402010
EXISTING CONCRETE WALL
EXISTING CONCRETE WALL
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