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 7
Issued by
Houghton County, Lansing City, Michigan

About this file

This is a bid package containing construction plans and technical drawings 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 encompasses trail construction and restoration work across multiple segments, including culvert installation, removal, and site naturalization activities. The plans include detailed construction drawings for segments 5 of the trail project, with specifications for temporary 48-inch diameter culvert installation for site access, permanent culvert removal and site restoration, slope restoration with type D check dams, riprap reinstallation, and plunge pool construction. The drawings reference standard plans and details sheets and include elevation profiles, grading information, and clearing limits across stations 396+50 through 414+00, with proposed trail centerline profiles and grade specifications documented for contractor reference.

The technical specifications include multiple culvert sizes and types, including existing 4.5-foot by 4.5-foot box culverts, 12-inch class A culverts, and 84-inch culverts, with detailed slope restoration requirements and sediment removal operations. Excess soils may be permanently stockpiled within right-of-way limits with appropriate grading and temporary erosion and sediment control measures. The project includes trail transitions and naturalization activities incidental to primary pay items, with all fill and disposal associated with temporary culvert work designated as incidental costs. Vertical curve calculations and precise elevation data are provided throughout the plans to ensure proper grade establishment and drainage design.

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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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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

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7136-20-0040

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

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424 HANCOCK STREET

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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

404+00

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HANCOCK, MICHIGAN 49930

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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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7136-20-0040

(100' R.O.W.)

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LIMITS OF CLEARING, TYP

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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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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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OHM-ADVISORS.COM

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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 .