Bid Package 2 Plans 5 14068.pdf

PDF 6 MB Posted

Attached to
751/14068. TAP; Dollar Bay to Lake Linden Trail Bid Pkg #2
Solicitation number
RFQ - 171 - 230000000058
Issued by
Houghton County, Michigan

About this file

This document contains plans and specifications for Bid Package 2 of the TAP; Dollar Bay to Lake Linden Trail project being undertaken by the Michigan Department of Technology, Management and Budget. The project involves construction activities along the trail route in Houghton County, including clearing, grading, installation of culverts, riprap, and aggregate surface course. Key details include the project location, linear station references, proposed grade and drainage profiles, and quantities of various work items.

The bid documents require electronic submission through the SIGMA VSS system, with a bid deadline of 2:00 pm. Bidders are instructed to submit questions via email to the designated contact rather than through the VSS system. The contract will be awarded by the State of Michigan, with no information provided regarding incumbent contractors, funding sources, or pricing terms.

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Text version

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(60' R.O.W.)

(100' R.O.W.)

CLEARING LIMITS

CLEARING

KEY PLAN

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SITE: 588+85.7

NO WORK THIS SITE

586+00

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(60' R.O.W.)

(100' R.O.W.)

RIPRAP, PLAIN

AGGREGATE SURFACE CSE,

8 INCH (TYP)

SLOPE RESTORATION, TYPE D

CULVERT, CL B 24 INCH

KEY PLAN

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SITE 588+85

NO WORK

CULVERT, END SECT, 24 INCH (TYP)

CULVERT, HEADWALL, CONC

585+50586+00587+00588+00589+00590+00591+00591+50

-0.07%

-0.31%

L.P. STA = 587+38.27

L.P. ELEV = 664.87

PVI STA = 586+88.33

PVI ELEV = 664.91

K: = 428.98

99.88' VC

A.D. = 0.23%

L.P. STA = 586+35.53

L.P. ELEV = 665.07

PVI STA = 586+32.35

PVI ELEV = 665.08

K: = 9.44

6.37' VC

A.D. = 0.67%

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APPROX EXC LIMITS

1.0'

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 591+50 - STA 585+50 PROPOSED TRAIL CENTERLINE PROFILE

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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7136-20-0040

(60' R.O.W.)

KEY PLAN

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EXCAVATION, EARTH

CLEARING

CLEARING LIMITS

581+00

582+00

583+00

584+00

585+00

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before you dig.Call

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60402010

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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7136-20-0040

(60' R.O.W.)

KEY PLAN

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PLUNGE POOL,

SEE STANDARD DETAIL

ON SHEET 72

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

R

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CLEARING LIMITS

CLEARING

KEY PLAN

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SITE: 580+70.21

NO WORK

CLEAN CULVERT AND

VIDEO INSPECT

EXCAVATION, EARTH

QUANTITIES INCLUDED

WITH SITE 573+94.46

579+00

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before you dig.Call

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60402010

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

R

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SLOPE RESTORATION, TYPE D

PLUNGE POOL,

SEE STANDARD DETAIL

ON SHEET 72

AGGREGATE SURFACE CSE,

8 INCH (TYP)

CULVERT, CL C 18 INCH

KEY PLAN

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SITE 577+91

NO WORK

SITE 580+70

NO WORK

CULV, END SECT, 18 INCH (TYP)

AGGREGATE SURFACE CSE,

8 INCH (TYP)

QUANTITIES INCLUDED

WITH SITE 573+94.46

573+50574+00575+00576+00577+00578+00579+00579+50

-2.54%

-3.02%

0.47%

L.P. STA = 576+57.98

L.P. ELEV = 674.64

PVI STA = 576+20.90

PVI ELEV = 675.01

K: = 47.58

74.18' VC

A.D. = 1.56%

L.P. STA = 575+78.91

L.P. ELEV = 676.07

PVI STA = 575+75.89

PVI ELEV = 676.15

K: = 12.55

6.05' VC

A.D. = 0.48%

L.P. STA = 574+80.68

L.P. ELEV = 677.16

PVI STA = 574+45.07

PVI ELEV = 676.94

K: = 49.21

117.91' VC

A.D. = 2.40%

H.P. STA = 575+22.08

H.P. ELEV = 677.29

PVI STA = 575+35.57

PVI ELEV = 677.37

K: = 10.60

37.04' VC

A.D. = 3.50%

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PROP GRADE @ ℄

70 Ft 18" CULV, CL B, @8.00%

APPROX EXC LIMITS

1.0'

1.0'

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

STA 580 - STA 574 PROPOSED TRAIL CENTERLINE PROFILE

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