Bid Package 3 Plans 3 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 is a set of construction plans and drawings for Bid Package 3 of the Dollar Bay to Lake Linden Trail Restoration project, which is being managed by the Michigan Department of Technology, Management and Budget (DTMB) State Facilities and Business Services Administration Design and Construction Division. The project involves constructing approximately 1.5 miles of new multi-use trail along the Lake Linden Rail Corridor in Dollar Bay, Michigan. The plans detail the proposed trail centerline profile, removal work, and construction elements such as culverts, slope restoration, and site access. The bid opening deadline is 2:00 PM on the bid due date, and awards will be made by the DTMB.

The contract will be awarded on a unit price basis. Key pricing items include excavation, culverts, aggregate surface, and slope restoration. The project is being funded through a federal Transportation Alternatives Program (TAP) grant awarded to Houghton County. There is no incumbent contractor, as this is a new trail construction project. Bidders must be prequalified with the Michigan Department of Transportation to be eligible for award.

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474+50475+00476+00

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PROP GRADE @ ℄

APPROX EXC LIMITS

100 Ft 24" Culv, CL C @ 12.60%

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BRIDGE OVER DOVER CREEK:

WEIGHT LIMIT: 15 TONS

MAXIMUM AXLE LOADS: 6000 LB,

24000 LB AT 14' SPACING,

DESIGN TRUCK H15

464+00

465+00

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207+00

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7136-20-0040

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JUNCTION RD

OSCEOLA HILL RD

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BRIDGE OVER DOVER CREEK:

WEIGHT LIMIT: 15 TONS

MAXIMUM AXLE LOADS: 6000 LB,

24000 LB AT 14' SPACING,

DESIGN TRUCK H15

S

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(100' R.O.W.)

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R

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CREATE DITCH FOR POSITIVE DRAINAGE,

PAID FOR AS EXCAVATION, EARTH

GRADE OUT DIRT PILE,

PAID FOR AS EXCAVATION, EARTH

SALVAGE EXISTING RIPRAP FOR REINSTALLATION

AFTER TEMPORARY CULVERT IS REMOVED

INSTALL TEMPORARY CULVERT TO ACCESS SITES

FOR NATURALIZATION BEYOND THIS SITE, PAID FOR AS

TEMPORARY CULVERT, 30 INCH

CLEARING

CLEARING

LIMITS OF CLEARING, TYP

CLEARING

458+00

459+00

460+00

461+00

462+00

463+00

201+00

202+00

203+00

204+00

205+00

206+00

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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7136-20-0040

(100' R.O.W.)

(100' R.O.W.)

R

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JUNCTION RD

OSCEOLA HILL RD

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CULV, CL B, 30 INCH

SLOPE RESTORATION, TYPE D (TYP)

AGGREGATE SURFACE CSE, 8 INCH

CULV END SECT, 30 INCH (TYP)

CULV, CL D, 30 INCH

SLOPE RESTORATION, TYPE D (TYP)

CULV END SECT, 30 INCH (TYP)

AGGREGATE SURFACE CSE, 8 INCH

TIE INTO EXISTING RIPRAP

REINSTALL SALVAGED RIPRAP AFTER

TEMPORARY CULVERT IS REMOVED, PAID FOR

AS _RIPRAP, SALVAGED

SLOPE RESTORATION, TYPE D (TYP)

SLOPE RESTORATION, TYPE D (TYP)

PLUNGE POOL, SEE

STANDARD DETAIL ON

SHEET 58

SLOPE RESTORATION, TYPE D (TYP)

FILL IN EXCAVATION, PAID

FOR AS EMBANKMENT, CIP

458+00

459+00

460+00

461+00

462+00

463+00463+50

54 Ft 30" Culv, CL B @ 8.00% 70 Ft 30" Culv, CL B @ 3.42%

PROP GRADE @ ℄

APPROX EXC LIMITS

APPROX EXC LIMITS

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 463+50-STA 458+00 PROPOSED TRAIL CENTERLINE PROFILE

201+00

202+00

203+00

204+00205+00206+00206+50

PROP GRADE @ ℄ ℄

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 206+50-STA 201+00 PROPOSED TRAIL CENTERLINE PROFILE

S

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454+00.00

455+00.00

456+00.00

457+00.00

458+00.00

454+50.00

455+50.00

456+50.00

457+50.00

197+00.00

198+00.00

199+00.00

200+00.00

201+00.00

P T

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198+50.00

199+50.00

200+50.00

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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.)

E

M

G

O

U

R

JUNCTION RD

OSCEOLA HILL RD

TAMARACK HILL RD

NTS

CLEARING

LIMITS OF CLEARING, TYP

CLEARING

LIMITS OF CLEARING, TYP

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