Bid Package 6 Plans 2 14068.pdf

PDF 6 MB Posted

Attached to
751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #6
Solicitation number
RFQ - 171 - 230000000063
Issued by
Houghton County, Dollar Bay CDP, Michigan

About this file

This document appears to be a set of bid plans and project details related to a state and local contract opportunity for the restoration of the Lake Linden Trail in Houghton County, Michigan. The contract opportunity, named "751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #6", is being managed by the Michigan Department of Technology, Management and Budget's Facilities and Business Services Administration, Design and Construction Division. The project involves various trail construction activities along an approximate 2.5 mile segment, including slope restoration, culvert repairs, grading, and the installation of an 8-inch aggregate surface course. Bid attachments must be uploaded to the SIGMA VSS system, and questions should be emailed to the designated contract specialist. The bid deadline is 2:00 PM on an unspecified date.

The pricing and funding details for this contract opportunity are not explicitly stated in the document. However, it indicates this project is part of a Transportation Alternatives Program (TAP) and that the work will be performed within Houghton County and the Dollar Bay Census Designated Place. Contractors should be aware of any applicable set-aside requirements, as well as the current incumbent and project background, though this information is not provided.

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Text version

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

A

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(150' R.O.W.)

CULV, CL B, 18 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PRIVATE ACCESS ROAD (GATED)

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PLUNGE POOL

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SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

0.88%

LOW POINT STA = 68+88.29

LOW POINT ELEV = 744.493

PVI STA = 69+06.25

PVI ELEV = 744.46

K: = 50.00

52.16' VC

B V

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HIGH POINT STA = 69+98.21

HIGH POINT ELEV = 745.073

PVI STA = 70+00.76

PVI ELEV = 745.29

K: = 50.00

93.18' VC

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 70+00 - STA 64+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

SUITABLE SOILS BACKFILL

1'

1'

PROP GRADE @ ℄

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PLUNGE POOL

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CULV, CL A, 36 INCH

SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

SLOPE RESTORATION, TYPE D

SLOPE RESTORATION, TYPE D

-1 .7

1.10%

-0.16%

HIGH POINT STA = 58+03.23

HIGH POINT ELEV = 746.304

PVI STA = 58+10.38

PVI ELEV = 746.28

K: = 10.00

14.30' VC

B V

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HIGH POINT STA = 58+63.64

HIGH POINT ELEV = 746.148

PVI STA = 58+58.95

PVI ELEV = 746.16

K: = 10.00

12.62' VC

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58+00

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LOW POINT STA = 58+36.96

LOW POINT ELEV = 745.976

PVI STA = 58+33.91

PVI ELEV = 745.88

K: = 10.00

28.10' VC

B V

C S

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C E

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53 Ft - 36" CULV, CL A @ 4.58%

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 64+00 - STA 58+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

ELEVATION AND STATION OF EXISTING 8'x8' BOX CULVERT NOT

SHOWN. APPROXIMATE BURY DEPTH 54.8'.

1'

1'

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HANCOCK, MICHIGAN 49930

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7136-20-0040

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APPROXIMATE PROP GRADE @ ℄

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7136-20-0040

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(150' R.O.W.)

LIMITS OF CLEARING, TYP

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R

LIMITS OF CLEARING, TYP

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TRAIL ACCESS

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

A

A

(150' R.O.W.)

KEY PLAN

M

-2

C A

L U

M E

T

S

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G R

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CULV, CL A, 18 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PLUNGE POOL

OUTLET PROTECTION -

RIPRAP, PLAIN

AGGREGATE SURFACE COURSE, 8 INCH

CULV, CL D, CONC, 60 INCH

SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

SLOPE RESTORATION, TYPE D

SLOPE RESTORATION, TYPE D

TRAIL ACCESS

-0.43%

-0.87%

-0.19%

-0.49%

46+00

47+00

48+00

49+00

50+00

51+00

52+00

106 Ft - 60" CULV, CONC, CL D @ 9.16%

45 Ft - 18" CULV, CL A @ 4.64%

Know what's below.

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 52+00 - STA 46+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

APPROXIMATE EXCAVATION LIMITS

1'

1'

1'

1'

SF

S

F

SF

Know what's below.

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

AA

(150' R.O.W.)

LIMITS OF CLEARING, TYP

CLEARING

R

LIMITS OF CLEARING, TYP

CLEARING

R

KEY PLAN

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LIMITS OF MACHINE GRADING

feetGRAPHIC SCALE: FULL feetHALF

S

T M

S

T M

40+00

41+00

42+00

43+00

44+00

45+00

46+00

S

F

S F

S

F

S

F

Know what's below.

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

AA

(150' R.O.W.)

KEY PLAN

M

-2

C A

L U

M E

T

S

T

G R

E G

O R

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S

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CULV, CL A, 24 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PLUNGE POOL

CULV, CL B, 24 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PLUNGE POOL

SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

SLOPE RESTORATION, TYPE D

-2 .0

1.56% -0.28%

-0.45%

LOW POINT STA = 42+50.08

LOW POINT ELEV = 750.844

PVI STA = 42+47.85

PVI ELEV = 750.69

K: = 10.00

35.55' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 41+82.67

HIGH POINT ELEV = 751.803

PVI STA = 41+96.41

PVI ELEV = 751.72

K: = 20.00

27.46' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 43+01.04

HIGH POINT ELEV = 751.274

PVI STA = 42+88.29

PVI ELEV = 751.32

K: = 20.00

36.69' VC

B V

C S

B V

C E

E V

C S

E V

C E

40+00

41+00

42+00

43+00

44+00

45+00

46+00

43 Ft - 24" CULV, CL A @ 5.42%

68 Ft - 24" CULV, CL B @ 9.26%

Know what's below.

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 46+00 - STA 40+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

APPROXIMATE EXCAVATION LIMITS

1'

1'

1'

1'

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