Bid Package 6 Plans 3 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 contains plans and information for Bid Package 6 of the Dollar Bay to Lake Linden Trail restoration project, managed by the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division. The project involves clearing, excavation, and installation of culverts, aggregate surface course, and slope restoration along approximately 1 mile of trail in Houghton County, Michigan. Key details include the location of work, culvert sizing and lengths, roadway profile information, and limits of clearing.

The bid attachments must be uploaded to the State of Michigan's SIGMA VSS system by the 2:00 PM deadline. Questions should be directed to the project contact, Deana Wuori, at OHM Advisors. Approved emailed submissions may be accepted on a case-by-case basis prior to the deadline. The winning contractor will be responsible for the specified trail restoration work according to the plans and profiles provided.

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PH. 906.482.0535

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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

-0.33%

-0.80%

-0.63%

HIGH POINT STA = 36+23.06

HIGH POINT ELEV = 755.305

PVI STA = 36+18.14

PVI ELEV = 755.34

K: = 3.00

13.59' VC

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HIGH POINT STA = 35+38.53

HIGH POINT ELEV = 754.452

PVI STA = 35+50.25

PVI ELEV = 754.41

K: = 50.00

23.44' VC

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LOW POINT ELEV = 754.277

PVI STA = 35+86.91

PVI ELEV = 754.12

K: = 10.00

47.00' VC

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32 Ft - 24" CULV, CL B @ 6.22%

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CULV, CL D, CONC, 72 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PLUNGE POOL

AGGREGATE SURFACE

COURSE, 8 INCH

PLUNGE POOL

CULV, CL A, 24 INCH

SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

SLOPE RESTORATION, TYPE D

-0.21%

-2 .0

0.74%

LOW POINT STA = 33+03.18

LOW POINT ELEV = 754.800

PVI STA = 32+96.88

PVI ELEV = 754.73

K: = 10.00

27.40' VC

B V

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LOW POINT STA = 31+24.00

LOW POINT ELEV = 756.057

PVI STA = 31+14.13

PVI ELEV = 756.08

K: = 100.00

19.75' VC

B V

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E V

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HIGH POINT STA = 32+33.86

HIGH POINT ELEV = 755.827

PVI STA = 32+42.81

PVI ELEV = 755.81

K: = 10.00

17.91' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 33+51.32

HIGH POINT ELEV = 755.047

PVI STA = 33+45.12

PVI ELEV = 755.08

K: = 30.00

32.00' VC

B V

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B V

C E

E V

C S

E V

C E

28+00

29+00

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31+00

32+00

33+00

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59 Ft - 24" CULV, CL A @ 14.97%

111 Ft - 72" CULV, CONC, CL D @ 8.32%

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 34+00 - STA 28+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

APPROXIMATE EXCAVATION LIMITS

1'

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1'

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CULV, CL C, CSP, 36 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PLUNGE POOL

PLUNGE POOL

SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

SLOPE RESTORATION, TYPE D

LOW POINT STA = 24+10.42

LOW POINT ELEV = 757.703

PVI STA = 24+00.75

PVI ELEV = 757.45

K: = 10.00

49.29' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 23+45.83

HIGH POINT ELEV = 759.125

PVI STA = 23+52.99

PVI ELEV = 759.08

K: = 5.00

14.32' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 24+88.74

HIGH POINT ELEV = 758.611

PVI STA = 24+81.34

PVI ELEV = 758.65

K: = 13.56

25.84' VC

B V

C S

B V

C E

E V

C S

E V

C E

22+00

23+00

24+00

25+00

26+00

27+00

28+00

-0.57%

1.50%

-0.41%

92 Ft - 36" CULV, CL C @ 8.94%

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7136-20-0040

STA 28+00 - STA 22+00 PROPOSED TRAIL CENTERLINE PROFILE

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1'

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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(150' R.O.W.)

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

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(150' R.O.W.)

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CULV, CL D, CONC, 60 INCH

AGGREGATE SURFACE COURSE, 8 INCH

PLUNGE POOL

SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

0.44%

-0.50%

0.46%

LOW POINT STA = 20+89.73

LOW POINT ELEV = 759.924

PVI STA = 20+70.80

PVI ELEV = 759.83

K: = 10.00

46.63' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 19+80.56

HIGH POINT ELEV = 762.752

PVI STA = 19+99.40

PVI ELEV = 762.85

K: = 10.00

46.81' VC

B V

C S

B V

C E

E V

C S

E V

C E

HIGH POINT STA = 21+55.21

HIGH POINT ELEV = 760.192

PVI STA = 21+55.86

PVI ELEV = 760.20

K: = 10.00

10.06' VC

B V

C S

B V

C E

E V

C S

E V

C E

16+25

17+00

18+00

19+00

20+00

21+00

22+00

110 Ft - 60" CULV, CONC, CL D @ 8.03%

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 22+00 - STA 16+25 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

1'

1'

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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7136-20-0040

A

LIMITS OF CLEARING, TYP

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+60.19, 0.00'

756.47

+10.19, 0.00'

758.93

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7136-20-0040

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SLOPE RESTORATION, TYPE D

feetGRAPHIC SCALE: FULL feetHALF

60402010

SLOPE RESTORATION,

TYPE D

10+00

11+00

12+00

13+00

14+00

15+00

16+00

16+25

-0.18%

-0.40%

-0.65%

-0.17%

0.17%

-0.07%

-0.39%

-0.07%

Know what'sbelow.

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 16+25 - STA 10+00 PROPOSED TRAIL CENTERLINE PROFILE

APPROXIMATE EXCAVATION LIMITS

EXISTING TRAIL CENTERLINE PROFILE

EXISTING TRAIL CENTERLINE PROFILE

EXISTING TRAIL CENTERLINE PROFILE

KEY PLAN

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RIPRAP, PLAIN

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