Bid Package 4 - Addendum 2 - Part 2 of 2.pdf

PDF 4 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

Written by GovTribe AI ·

The document provided is Bid Package 4 - Addendum 2 - Part 2 of 2 for the Dollar Bay to Lake Linden Trail project, managed by the Michigan Department of Technology, Management and Budget (DTMB). The project includes work on the Calumet-Hecla Trail in Houghton County and the Dollar Bay CDP, such as earthwork, culvert repairs, and slope restoration. Key quantities referenced include 3,630 cubic yards of embankment, 1,146 square yards of aggregate surface course, and 2 concrete culvert end sections. The bid submission deadline is 2:00 PM, and emailed submissions may be accepted on a case-by-case basis.

The bid package provides detailed specifications and quantities for the required work, including soil erosion and sedimentation control items. Pricing terms, set-asides, and funding sources are not explicitly stated, but the project is being managed by DTMB on behalf of the local jurisdictions. No other salient information is provided regarding incumbents, the current environment, or renewal options.

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Other files

File Type Posted
Bid Package 4 - Addendum 3.pdf PDF
Bid Package 4 Plans 2 14068_Repaired.pdf PDF
751_14068.TAP_DB to LL Trails_Bid Pacakage 4_Addendum 1_Issued_11_17_2022.pdf PDF
Bid Package 4 Plans 1 14068.pdf PDF
Bid Package 4 Plans 5 14068.pdf PDF
Bid Package 4 - Addendum 2 - Part 1 of 2.pdf PDF
Bid Package 4 Plans 3 14068.pdf PDF
Bid Package 4 Specifications 1 14068.pdf PDF
Bid Package 4 Plans 9 14068.pdf PDF
Bid Package 4 Plans 4 14068.pdf PDF
Bid Package 4 Plans 8 14068.pdf PDF
Bid Package 4 Specifications 3 14068.pdf PDF
Bid Package 4 Specifications 2 14068.pdf PDF
Bid Package 4 Plans 7 14068.pdf PDF
Bid Package 4 Plans 6 14068.pdf PDF
Bid Package 4 Advertisement 14068.pdf PDF
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NOTES:

1. RIGHT-OF-WAY (ROW) AND PROPERTY LINES ARE APPROXIMATE. THEY HAVE BEEN ADJUSTED ON THESE PLANS TO

DEPICT ROW OFFSETS FROM CENTERLINE OF TRAIL.

2. UTILITIES ARE APPROXIMATE. FIELD VERIFY LOCATION.

3. PROPERLY DISPOSE OF EXCESS AND UNSUITABLE SOILS OFF SITE.

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

1" = 30'

TRAIL TRANSITION 1

IMPACT LIMITS

REMOVE AND STOCKPILE TOPSOIL

EARTH EXCAVATION AS REQUIRED BY GRADING PLAN

CLEARING LIMITS (TYP)

GRADING LIMITS

CAUTION: UNDERGROUND UTILITY

A D

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12" WATERMAIN

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T/ BANK

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T/BANK

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T/BANK

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T/BANK

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B/BANK

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T/BANK

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T/BANK

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B/BANK

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ROW

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VILLAGE OF LAKE LINDEN

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VILLAGE OF LAKE LINDEN

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VILLAGE OF LAKE LINDEN

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KROENKE DAVID

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ROW

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VILLAGE OF LAKE LINDEN

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AutoCAD SHX Text Excavation, Earth

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AutoCAD SHX Text Erosion Control, Silt Fence

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PRELIMINARY

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CONSTRUCTION

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ISSUED FOR

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OHM PROJ.

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SHEET

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DESIGNED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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751/14068.JBB

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DOLLAR BAY TO LAKE LINDEN TRAIL

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REM TRANSITION AREA 1

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COPPER RANGE TRAIL

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CALUMET-HECLA TRAIL

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ES31

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE DTMB SESC GUIDEBOOK FOR DETAILS)

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SILT FENCE

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SEDIMENT TRAP

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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Know what's below.

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E12

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12" WATERMAIN

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T/ BANK

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T/BANK

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T/BANK

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T/BANK

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B/BANK

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VILLAGE OF LAKE LINDEN

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KROENKE DAVID

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ROW

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ROW

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VILLAGE OF LAKE LINDEN

AutoCAD SHX Text NOTES: 1. RIGHT-OF-WAY (ROW) AND PROPERTY LINES ARE APPROXIMATE. THEY HAVE BEEN ADJUSTED ON THESE RIGHT-OF-WAY (ROW) AND PROPERTY LINES ARE APPROXIMATE. THEY HAVE BEEN ADJUSTED ON THESE PLANS TO DEPICT ROW OFFSETS FROM CENTERLINE OF TRAIL. 2. UTILITIES ARE APPROXIMATE. FIELD VERIFY LOCATION. UTILITIES ARE APPROXIMATE. FIELD VERIFY LOCATION. 3. FURNISH AND INSTALL 3 INCHES OF TOPSOIL FOR ALL AREAS OUTSIDE OF TRAIL SURFACES. SALVAGED FURNISH AND INSTALL 3 INCHES OF TOPSOIL FOR ALL AREAS OUTSIDE OF TRAIL SURFACES. SALVAGED TOPSOIL MAY BE USED IF FREE OF ROCKS, DEBRIS OR OTHER UNSUITABLE MATERIALS.

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SITE

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TRANSITION 1

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WORK DESCRIPTION

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QUANTITIES THIS SHEET

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TOTAL

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DESCRIPTION

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AutoCAD SHX Text Embankment, CIP

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AutoCAD SHX Text Riprap, Heavy

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AutoCAD SHX Text _Riprap, Minimum 36 inch

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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OHM PROJ.

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SHEET

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DESIGNED

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DRAWN

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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751/14068.JBB

AutoCAD SHX Text 12/30/2020

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ZH

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TM

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LAKE LINDEN TRAIL-SINGLE TRAIL CORRIDOR

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PROPOSED TRANSITION AREA 1

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CALUMET HELCA TRAIL

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EX EDGE OF GRAVEL

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PROP EDGE OF GRAVEL

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ROW

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ROW

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COPPER RANGE TRAIL

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5' DIA RCP CULVERT (132 FT WITH 8' END SECTIONS) WEST IE = 732.0 EAST IE = 729.0

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PROP GRADING LIMITS (TYP)

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SUMMARY OF HYDRAULIC ANALYSIS

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PROPOSED

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FLOOD DATA

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AutoCAD SHX Text WATER SURFACE ELEV. AT U/S FACE OF CULVERT (ft)

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100-YEAR

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AutoCAD SHX Text 744.3

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TRAIL TRANSITION 1

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RIPRAP, HEAVY

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RIPRAP, PLAIN

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RIPRAP, MINIMUM 36 INCH PLUNGE POOL

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CAUTION: UNDERGROUND UTILITY

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RIPRAP, PLAIN

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE DTMB SESC GUIDEBOOK FOR DETAILS)

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RIPRAP

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ADDENDUM 2

4'- 6"

4'-6"

CIP CONCRETE FLOOR, SEE DETAIL 3

HAND CHIPPING

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4'-6"

CIP CONCRETE FLOOR, SEE DETAIL 3

HAND CHIPPING

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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7136-20-0040

INLET DETAIL2

OUTLET DETAIL1EXISTING CULVERT OUTLET1

EXISTING CULVERT INLET2

BOX CULVERT REPAIR DETAIL3

6"

6" X 6" W2.1XW2.1 WWF

CIP CULVERT FLOOR

6" 6A CRUSHED ROCK, LEVEL AND COMPACT 95% MIN

8" X 12" DOWELS @ 48" O.C. (TYP)

HAND CHIP AND PATCH SPALLED

AREAS WITHIN BOX CULVERT.

INSTALL EPOXY COATED REINFORCEMENT

ANCHORS IN PATCH AREAS. VARIOUS

LOCATIONS TO BE IDENTIFIED BY CONTRACTOR

AND ENGINEER IN THE FIELD.

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EXISTING GROUND

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SITE

AutoCAD SHX Text 369+20.50

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REPAIR CULVERT

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EXISTING GROUND

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PRELIMINARY

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CONSTRUCTION

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DATE

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ISSUED FOR

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ACCOUNTING TEMP:

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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751/14068.TAP

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AutoCAD SHX Text 04/29/2022

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ZH

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DOLLAR BAY TO LAKE LINDEN TRAIL

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STRUCTURAL DETAILS-369+20

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ZH

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ZH

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NTS

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NTS

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3'-8"

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4'-7"

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HAND CHIPPING

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

INLET DETAIL2

OUTLET DETAIL1EXISTING CULVERT OUTLET1

EXISTING CULVERT INLET2 BOX CULVERT REPAIR DETAIL3

6" X 6" W2.1XW2.1 WWF

CIP CULVERT FLOOR

6" 6A CRUSHED ROCK, LEVEL AND COMPACT 95% MIN

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HAND CHIP AND PATCH SPALLED

AREAS WITHIN BOX CULVERT.

INSTALL EPOXY COATED REINFORCEMENT

ANCHORS IN PATCH AREAS. VARIOUS

LOCATIONS TO BE IDENTIFIED BY CONTRACTOR

AND ENGINEER IN THE FIELD.

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EXISTING GROUND

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EXISTING GROUND

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SITE

AutoCAD SHX Text 366+86.65

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WORK DESCRIPTION

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REPAIR CULVERT

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QUANTITIES THIS SHEET

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TOTAL

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DESCRIPTION

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AutoCAD SHX Text Conc, Grade 3500

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AutoCAD SHX Text Hand Chipping, Other Than Deck

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AutoCAD SHX Text Patching Mortar or Conc

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AutoCAD SHX Text Ea

AutoCAD SHX Text Adhesive Anchoring of Horizontal Bar, 1/2 inch

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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ACCOUNTING TEMP:

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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751/14068.TAP

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AutoCAD SHX Text 04/29/2022

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ZH

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EM

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DOLLAR BAY TO LAKE LINDEN TRAIL

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STRUCTURAL DETAILS-366+86

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ZH

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ZH

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NTS

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NTS

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NTS

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NTS

NTS

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