Bid Package 4 Plans 2 14068_Repaired.pdf

PDF 6 MB Posted

Attached to
751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #4
Solicitation number
RFQ - 171 - 230000000061
Issued by
Houghton County, Dollar Bay CDP, Michigan

About this file

This document contains construction plans for the Dollar Bay to Lake Linden Trail Bid Package #4, a project overseen by the Department of Technology, Management and Budget, State of Michigan. The plans detail the restoration and naturalization of a 1-mile section of the trail, including the removal and replacement of a 48-inch diameter culvert, slope restoration, and installation of a new 12-inch culvert. The project also includes clearing, grading, and surface improvements along the trail. The bid solicitation is for the construction services required to complete this scope of work. Responses are due by 2:00 PM on a specified date, and the contract will be awarded thereafter.

The pricing for this project is based on unit rates for the various construction items detailed in the plans. There are no set-asides indicated, and no information provided on incumbents or current environment. Funding for the project is from the State of Michigan's Transportation Alternatives Program (TAP) grant. Bidders will be required to comply with all applicable state and federal requirements for this type of federally-funded transportation infrastructure project.

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NATURALIZATION TYPICAL

PLANS AND DETAILS

SHEETS 62

SLOPE RESTORATION, TYPE D

CHECK DAM (TYP),

INCIDENTAL TO

RIPRAP PAY ITEM

NEW 48" DIA END SECTION, 20 FT

SLOPE RESTORATION, TYPE D

CULVERT END SECTION (TYP)

SLOPE RESTORATION, TYPE D

CHECK DAM (TYP),

INCIDENTAL TO

RIPRAP PAY ITEM

PLUNGE POOL, SEE DETAIL SHEET 63

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STA 414+00-STA 409+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROX LOC 48" CULV

PROP GRADE @ ℄

STA 156+50-STA 151+50 PROPOSED TRAIL CENTERLINE PROFILE

PROP GRADE @ ℄

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REMOVE CULVERT AND NATURALIZE.

SEE CULVERT REMOVAL STANDARD

PLAN SHEET 62

APPROXIMATE LOCATION OF EXISTING

CULVERT. ACTUAL LOCATION MAY VARY.

SALVAGE EXISTING RIPRAP AND

REINSTALL AFTER REMOVAL OF

TEMPORARY CULVERT

INSTALL TEMPORARY 48" DIAMETER CULVERT

TO PROVIDE ACCESS TO SITES LOCATED TO

THE SOUTH. CULVERT WILL BE REMOVED

AND SITE RESTORED AFTER WORK IS

COMPLETE. ALL FILL AND DISPOSAL OF FILL

IS INCIDENTAL TO THE TEMPORARY CULVERT

- 48 INCH PAY ITEM.

LIMITS OF CLEARING, TYP

CLEARING

EXCESS SOILS MAY BE PERMANENTLY

STOCKPILED WITHIN THE ROW LIMITS

ALONG THIS SECTION UP TO THE

NATURALIZATION NORTH OF THE TRAIL

TRANSITION. PERMANENT STOCKPILES

SHALL BE GRADED TO PREVENT

PONDING AND TEMPORARY SESC

MEASURES SHALL BE USED UNTIL

STABILIZATION IS ACHIEVED.

TRAIL TRANSITION SEE SHEETS 54-56

NO WORK AT THIS SITE

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(100' R .O

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NATURALIZATION TYPICAL

PLANS AND DETAILS

SHEETS 62

REINSTALL SALVAGED RIPRAP

SLOPE RESTORATION, TYPE D

CHECK DAM (TYP),

INCIDENTAL TO

RIPRAP PAY ITEM

TRANSITION SEE SHEETS 54-56

404+00405+00406+00407+00

408+00

409+00

-0.84%

0.00%

-1 .9

1.31%

-0.84%

0.00%

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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7136-20-0040

STA 409+00-STA 404+00 PROPOSED TRAIL CENTERLINE PROFILE

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LIMITS OF CLEARING, TYP

CLEARING

APPROXIMATE LOCATION OF CULVERT

CLEAN SEDIMENT WITHIN CULVERT,

SEDIMENT BUILDUP WITHIN EXISTING

CULVERT IS APPROXIMATELY 3' DEEP

AT OUTLET.

401+00

402+00

403+00

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AGGREGATE SURFACE CSE, 8 INCH

CULV, CL B, 84 INCH

CULV, END SECT, 84 INCH

SLOPE RESTORATION, TYPE D

PLUNGE POOL, SEE DETAILS SHEET 63

400+00401+00402+00

403+00

404+00

95 Ft 84" CULV, CL B @ 5.85%

-1 .2

7%

-0.84%

-1 .2

7%

-0.84%

L.P. STA = 403+59.69

L.P. ELEV = 764.13

PVI STA = 403+03.34

PVI ELEV = 764.60

K: = 261.00

112.70' VC

A.D. = 0.43%

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7136-20-0040

STA 404+00-STA 400+00 PROPOSED TRAIL CENTERLINE PROFILE

1.0'

1.0'

APPROX EXC LIMITS

EXISTING 4.5' X 4.5' BOX CULV

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HANCOCK, MICHIGAN 49930

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7136-20-0040

(100' R.O.W.)

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LIMITS OF CLEARING, TYP

CLEARING

LIMITS OF CLEARING, TYP

CLEARING

397+00

398+00

399+00

400+00

M

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

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NTS

CULV, CL A,12 INCH

AGGREGATE SURFACE, CSE, 8 INCH

SLOPE RESTORATION, TYPE D

CULV END SECT, 12 INCH

PLUNGE POOL, SEE DETAIL SHEET 63

396+50

397+00

398+00

399+00

400+00

-0.21%

H.P. STA = 397+03.12

H.P. ELEV = 768.91

PVI STA = 396+68.09

PVI ELEV = 768.99

K: = 25.68

81.09' VC

A.D. = 3.16%

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43 Ft 12" CULV, CL A @ 6.96%

-1 .6

7%

0.87%

-3 .0

-1 .6

7%

0.87%

-3 .0

L.P. STA = 397+87.76

L.P. ELEV = 767.96

PVI STA = 397+83.76

PVI ELEV = 767.89

K: = 10.00

25.46' VC

A.D. = 2.55%

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 400+00-STA 396+50 PROPOSED TRAIL CENTERLINE PROFILE

1.0'

1.0'

APPROX EXC LIMITS

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