Bid Package 3 Plans 5 14068.pdf

PDF 5 MB Posted

Attached to
751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #3
Solicitation number
RFQ - 171 - 230000000060
Issued by
Houghton County, Dollar Bay CDP, Michigan

About this file

This document details a state and local contract opportunity for the 751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #3 project, which is being managed by the Department of Technology, Management and Budget, State of Michigan. The project involves the restoration of a trail connecting Dollar Bay and Lake Linden, Michigan, and includes tasks such as clearing, culvert repairs, slope restoration, and installation of new culverts and riprap. The project is located in Houghton County and the Dollar Bay CDP. Bidders are instructed to submit proposals electronically through the SIGMA VSS system by the 2:00 p.m. deadline, and are advised to contact the Office of Design and Construction if they experience any issues with the electronic submission process. The contract award details are not provided in the document.

The document does not include information about pricing terms, set asides, incumbents, funding requirements and sources, or other financial details. Contractors are advised to direct any questions regarding the bid package to Deana Wuori at OHM Advisors, rather than submitting them through the SIGMA VSS system.

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192+50193+00

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 197+00-STA 192+50 PROPOSED TRAIL CENTERLINE PROFILE

RIPRAP, PLAIN

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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(100' R.O.W.)

(100' R.O.W.)

KEY PLAN

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JUNCTION RD

OSCEOLA HILL RD

TAMARACK HILL RD

NTS

CLEARING

CLEARING

CULVERT REPAIRS, SEE SHEET 56 FOR DETAILS

DISCHARGE BYPASS

PUMPING WITHIN OUTLET

STRUCTURE

OUTLET STRUCTURE

LIMITS OF CLEARING, TYP

MHarmon Arrow

444+00

445+00

446+00

447+00448+00

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187+00

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(100' R.O.W.)

(100' R.O.W.)

feetGRAPHIC SCALE: FULL feetHALF

60402010

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JUNCTION RD

OSCEOLA HILL RD

TAMARACK HILL RD

NTS

BYPASS PUMPINIG,

CLEAN BOX CULVERT OF DEBRIS

SLOPE RESTORATION, TYPE D (TYP)

CULV, CL C, 36 INCH

CULV END SECT, 36 INCH (TYP)

AGGREGATE SURFACE CSE, 8 INCH

PLUNGE POOL, SEE STANDARD DETAIL ON SHEET 58

SEE STRUCTURAL REPAIR DETAILS ON SHEET 59

444+00445+00446+00447+00

448+00

449+00449+50

PROP GRADE @ ℄

APPROX EXC LIMITS

72 Ft 36" Culv, CL C @ 12.65%

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 449+50-STA 444+00 PROPOSED TRAIL CENTERLINE PROFILE

ELEVATION AND STATION OF EXISTING 3'X4' INLET BOX CULVERT,

EXISTING 5'X5' OUTLET BOX CULVERT NOT SHOWN.

APPROXIMATE BURY DEPTH 50'.

187+00188+00189+00190+00

191+00

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PROP GRADE @ ℄℄

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 192+50-STA 187+00 PROPOSED TRAIL CENTERLINE PROFILE

RIPRAP, PLAIN

ELEVATION AND STATION OF EXISTING 3'X4' INLET BOX CULVERT,

EXISTING 5'X5' OUTLET BOX CULVERT NOT SHOWN.

APPROXIMATE BURY DEPTH 50'.

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439+00.00 440+00.00

441+00.00 442+00.00443+00.00

444+00.00

438+50.00 439+50.00440+50.00

441+50.00 442+50.00443+50.00

182+00.00

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181+50.00

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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

(100' R.O.W.)

(100' R.O.W.)

E

M

G

O

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JUNCTION RD

OSCEOLA HILL RD

TAMARACK HILL RD

NTS

CLEARING

CLEARING

CLEARING

THIS SECTION OF CULVERT

REMOVAL IS INCIDENTAL

TO STRUCTURAL REMOVAL

LIMITS OF CLEARING, TYP

439+00 440+00441+00

442+00 443+00444+00

182+00

183+00

184+00

185+00

186+00

187+00

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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

(100' R.O.W.)

(100' R.O.W.)

E

M

G

O

U

R

JUNCTION RD

OSCEOLA HILL RD

TAMARACK HILL RD

NTS

SLOPE RESTORATION, TYPE D (TYP)

CULV, CL A, 12 INCH

AGGREGATE SURFACE CSE, 8 INCH

SLOPE RESTORATION, TYPE D (TYP)

CULV END SECT, 12 INCH (TYP)

CULV, CL B, 48 INCH

PLUNGE POOL, SEE STANDARD DETAIL ON SHEET

INSTALL RIPRAP CHANNEL

CULV END SECT, 48 INCH (TYP)

438+50

439+00

440+00

441+00

442+00443+00444+00

PROP GRADE @ ℄

APPROX EXC LIMITS

APPROX EXC LIMITS

74 Ft 48" Culv, CL B @ 14.7%

38 Ft 12" Culv, CL A @ 12.37%

181+50182+00

183+00184+00185+00186+00187+00

PROP GRADE @ ℄℄

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before you dig.Call

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 444+00-STA 438+50 PROPOSED TRAIL CENTERLINE PROFILE

STA 187+00-STA 181+50 PROPOSED TRAIL CENTERLINE PROFILE

RIPRAP, PLAIN

S

F

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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

(100' R.O.W.)

(100' R.O.W.)

E

M

G

O

U

R

JUNCTION RD

OSCEOLA HILL RD

TAMARACK HILL RD

NTS

CLEARING

CLEARING

CLEARING

REMOVAL OF PIPE BETWEEN

END SECTION AND STRUCTURE

IS INCIDENTAL TO STRUCTURE

REMOVAL

LIMITS OF CLEARING, TYP

File details come from the government source that posted it. Updated .