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

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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

Written by GovTribe AI ·

This is Addendum 2, Part 2 of a bid package for the Department of Technology, Management and Budget (DTMB) of the State of Michigan for the Dollar Bay to Lake Linden Trail project. The document contains detailed construction plans and specifications for trail restoration work, including a transition area and culvert repair details. The project involves clearing approximately 0.5 acres, earth excavation of 445 cubic yards, installation of erosion control measures including 750 feet of silt fence and one sediment trap, embankment work of 3,630 cubic yards, aggregate surface course of 1,146 square yards, two 60-inch concrete culvert end sections, 136 feet of 60-inch Class D culvert, riprap placement totaling 113 square yards across multiple classifications, and slope restoration work of 1,811 square yards. The work also includes culvert repair operations at two locations (369+20.50 and 366+86.65) involving hand chipping, concrete patching, and installation of epoxy-coated reinforcement anchors. The project is located in the Village of Lake Linden in Michigan's Upper Peninsula.

The construction plans indicate a 100-year flood discharge of 297 cubic feet per second with a water surface elevation of 744.3 feet at the upstream face of the culvert and downstream channel velocity of 24 feet per second. Notes emphasize that right-of-way and property lines are approximate and have been adjusted to depict offsets from the centerline of trail, utilities are approximate and require field verification, and excess and unsuitable soils must be properly disposed of off-site. The specifications require furnishing and installing 3 inches of topsoil for all areas outside trail surfaces, with salvaged topsoil permitted if free of rocks, debris, or other unsuitable materials. The design is marked as preliminary construction documentation dated December 7, 2022, with an earlier assessment date of April 29, 2022 for the structural details.

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Other files

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

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WORK DESCRIPTION

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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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FINAL RECORD

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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

F 906.482.6453

Know what's below.

before you dig.Call

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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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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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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 Aggregate Surface Cse, 8 inch

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AutoCAD SHX Text Culv End Sect, Conc, 60 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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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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AutoCAD SHX Text 7136200040

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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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100-YEAR

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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

4'- 6"

4'-6"

CIP CONCRETE FLOOR, SEE DETAIL 3

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"

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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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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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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DOLLAR BAY TO LAKE LINDEN TRAIL

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STRUCTURAL DETAILS-369+20

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NTS

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3'-8"

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4'-7"

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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

8" X

" DOWELS @ 48" O.C. (TYP)

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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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DESCRIPTION

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AutoCAD SHX Text Reinforcement, Steel, Epoxy Coated

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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

AutoCAD SHX Text Ea

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

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

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ISSUED FOR

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ACCOUNTING TEMP:

AutoCAD SHX Text DTMB File No.

AutoCAD SHX Text IDENTIFICATION No.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

AutoCAD SHX Text

AutoCAD SHX Text

751/14068.TAP

AutoCAD SHX Text

AutoCAD SHX Text 04/29/2022

AutoCAD SHX Text

AutoCAD SHX Text

ZH

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EM

AutoCAD SHX Text

DOLLAR BAY TO LAKE LINDEN TRAIL

AutoCAD SHX Text

STRUCTURAL DETAILS-366+86

AutoCAD SHX Text

ZH

AutoCAD SHX Text

ZH

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

NTS

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