751_22022_ABG Stanley Lake Stream Crossing Addendum 01_Part2.pdf

PDF 4 MB Posted

Attached to
751751/22022. ABG; Stanley Lk. Rd-Little Fox Rvr - New Brdg.
Solicitation number
RFQ - 171 - 230000000018
Issued by
Iron County, Michigan

About this file

Written by GovTribe AI ·

This document is an addendum for a state and local contract opportunity issued by the Michigan Department of Natural Resources for the Stanley Lake Road Stream Crossing project in Schoolcraft County, Michigan. The work includes channel excavation, road approach embankment construction, a proposed bridge, and placement of riprap and slope restoration. Key items include 1,215 cubic yards of embankment, 300 cubic yards of earth excavation, 1,000 feet of silt fence, and 56 feet of 12-inch culvert. Bids are due by 2:00 PM on the bid deadline. The contract will be awarded after the bid deadline.

The pricing terms, set-asides, and funding details are not provided in this document. However, the contract opportunity indicates that the project will be funded by the State of Michigan and that all work must be conducted in accordance with state requirements.

View the file

Other files

File Type Posted
751_22022_ABG Stanley Lake Stream Crossing Addendum 01_Part3.pdf PDF
22022 Stanley Lake Bridge Drawings.pdf PDF
22022 Stanley Lake Bridge Specs.pdf PDF
751_22022_ABG Stanley Lake Stream Crossing Addendum 02.pdf PDF
751_22022_ABG Stanley Lake Stream Crossing Addendum 01_Part1.pdf PDF
22022 Project Advertisment.pdf PDF

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AutoCAD SHX Text NOTES: 1. BLOW COUNTS DENOTES NUMBER OF BLOWS REQUIRED BLOW COUNTS DENOTES NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. SPLIT SPOON SAMPLER THROUGH 3 SUCCESSIVE 6-INCH INCREMENTS USING A 140# HAMMER FALLING 30 INCHES. WHERE THE SAMPLER IS DRIVEN DISTANCES OTHER THAN 6 INCH INCREMENTS, THE NUMBER OF BLOWS AND THE DISTANCE ARE SHOWN IN THE FORM OF A FRACTION. 2. CONSISTENCY WAS DETERMINED BY INSPECTION OF CONSISTENCY WAS DETERMINED BY INSPECTION OF SAMPLES AND SUBSTANTIATED BY SOILS RESISTANCE TO DRILLING TOOLS. 3. THE SOIL BORING LOGS REPRESENT POINT INFORMATION. THE SOIL BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS THAT SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN EXACT LOCATION OF THE BORINGS. 4. LOCATION OF SOIL BORINGS ARE ALSO SHOWN ON THE LOCATION OF SOIL BORINGS ARE ALSO SHOWN ON THE GENERAL PLAN OF SITE SHEET. 5. WATER LEVELS MAY BE INFLUENCED BY RESIDUAL WATER LEVELS MAY BE INFLUENCED BY RESIDUAL BORING WATER.

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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STANLEY LAKE ROAD STREAM CROSSING

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SOIL BORINGS LOG

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OF 10

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AutoCAD SHX Text 7136-22-0050

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AutoCAD SHX Text 300 East Mitchell St., Suite 2

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ISSUED FOR BIDS 12-02-22

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AutoCAD SHX Text NOTES: 1. BLOW COUNTS DENOTES NUMBER OF BLOWS REQUIRED BLOW COUNTS DENOTES NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. SPLIT SPOON SAMPLER THROUGH 3 SUCCESSIVE 6-INCH INCREMENTS USING A 140# HAMMER FALLING 30 INCHES. WHERE THE SAMPLER IS DRIVEN DISTANCES OTHER THAN 6 INCH INCREMENTS, THE NUMBER OF BLOWS AND THE DISTANCE ARE SHOWN IN THE FORM OF A FRACTION. 2. CONSISTENCY WAS DETERMINED BY INSPECTION OF CONSISTENCY WAS DETERMINED BY INSPECTION OF SAMPLES AND SUBSTANTIATED BY SOILS RESISTANCE TO DRILLING TOOLS. 3. THE SOIL BORING LOGS REPRESENT POINT INFORMATION. THE SOIL BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS THAT SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN EXACT LOCATION OF THE BORINGS. 4. LOCATION OF SOIL BORINGS ARE ALSO SHOWN ON THE LOCATION OF SOIL BORINGS ARE ALSO SHOWN ON THE GENERAL PLAN OF SITE SHEET. 5. WATER LEVELS MAY BE INFLUENCED BY RESIDUAL WATER LEVELS MAY BE INFLUENCED BY RESIDUAL BORING WATER.

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DRAWING PATH:

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PROJ NUMBER

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REVISIONS:

http://www.ohm-advisors.com AutoCAD SHX Text

OHM-ADVISORS.COM

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ARCHITECTS ENGINEERS PLANNERS

AutoCAD SHX Text COPYRIGHT 2016 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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STANLEY LAKE ROAD STREAM CROSSING

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SOIL BORINGS LOG

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ISSUED FOR BIDS 12-02-22

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EX EDGE OF GRAVEL, (TYP)

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EX EDGE OF GRAVEL

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EX TREELINE, (TYP)

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EX DAM

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SITE PLAN

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REVISIONS:

http://www.ohm-advisors.com AutoCAD SHX Text

OHM-ADVISORS.COM

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ARCHITECTS ENGINEERS PLANNERS

AutoCAD SHX Text COPYRIGHT 2016 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM

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COUNTY

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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STANLEY LAKE ROAD STREAM CROSSING

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EXISTING CONDITIONS & REMOVAL

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AutoCAD SHX Text 7136-22-0050

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MRB

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SCHOOLCRAFT

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ISSUED FOR BIDS 12-02-22

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LITTLE FOX RIVER

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PROTECT AND MONITOR EXISTING DAM AND EMBANKMENTS

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REM EX CONC PLANKS

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PROTECT EX RIPRAP TO REMAIN

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CLEARING LIMITS (TYP)

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JOB BENCHMARK #200 SET CHISELED X ON THE SE DAM ABUTMENT ELEV 855.98

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TRAVERSE POINT #102 N 621798.75 E 26460928.97 ELEV 855.29

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TRAVERSE POINT #103 N 621777.68 E 26461035.14 ELEV 856.05

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TRAVERSE POINT #106 N 621641.61 E 26461187.07 ELEV 856.70

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TRAVERSE POINT #104 N 621846.29 E 26461188.44 ELEV 855.30

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REM AND SALVAGE EX BOULDERS

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EX EDGE OF GRAVEL, (TYP)

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SITE PLAN

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STANLEY LAKE

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REVISIONS:

http://www.ohm-advisors.com AutoCAD SHX Text

OHM-ADVISORS.COM

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ARCHITECTS ENGINEERS PLANNERS

AutoCAD SHX Text COPYRIGHT 2016 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM

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COUNTY

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MUNICIPALITY

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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STANLEY LAKE ROAD STREAM CROSSING

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CONSTRUCTION SHEET

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OF 10

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AutoCAD SHX Text 7136-22-0050

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JR

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AP

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MRB

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SCHOOLCRAFT

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CIVIL

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AutoCAD SHX Text P (231) 344-1150

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ISSUED FOR BIDS 12-02-22

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JOB BENCHMARK #200 SET CHISELED X ON THE SE DAM ABUTMENT ELEV 855.98

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TRAVERSE POINT #102 N 621798.75 E 26460928.97 ELEV 855.29

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TRAVERSE POINT #103 N 621777.68 E 26461035.14 ELEV 856.05

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TRAVERSE POINT #106 N 621641.61 E 26461187.07 ELEV 856.70

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TRAVERSE POINT #107 N 621491.19 E 26461168.36 ELEV 849.40

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TRAVERSE POINT #105 N 621808.27 E 26461200.57 ELEV 851.38

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TRAVERSE POINT #104 N 621846.29 E 26461188.44 ELEV 855.30

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STANLEY LAKE ROAD

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LITTLE FOX RIVER

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SLOPE STAKE LINE, (TYP)

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GUARDRAIL DEPARTING TERMINAL, TYPE MGS

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21.5' GUARDRAIL, CURVED, TYPE MGS-8 (R13.0')

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56' CULV, CLASS F, 12 INCH W/END SECTIONS

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INV ELEV = 853.66

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INV ELEV = 853.10

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* GUARDRAIL TRANSITION FROM THRIE BEAM BRIDGE RAIL TO MGS-8 GUARDRAIL UTILIZING ASYMMETRICAL THRIE BEAM TRANSITION PER STANDARD PLAN R-60 SERIES.

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SILT FENCE (TYP)

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SELECTIVE GRADING AND SHAPING

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MULCH

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PERMANENT SEEDING

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%%USOIL EROSION AND SEDIMENTATION CONTROL LEGEND

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MULCH BLANKET

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RIPRAP

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SILT FENCE

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AutoCAD SHX Text PLACE AGGREGATE SURFACE CSE, 6 INCH. REM EX GRAVEL AS NECESSARY TO MEET PROP DRIVEWAY GRADES

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PROP EOG

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TURBIDITY CURTAIN

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PLACE SALVAGED BOULDERS ALONG EDGE OF GRADING LIMITS (TYP)

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PLACE SALVAGED BOULDERS ALONG EDGE OF GRADING LIMITS (TYP)

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PROTECT EXISTING DAM AND EMBANKMENTS

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INFORMATIONAL QUANTITIES ONLY

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TOTAL

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UNIT

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DESCRIPTION

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LSUM

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AutoCAD SHX Text 0.24

AutoCAD SHX Text Acre

AutoCAD SHX Text Clearing

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Embankment, CIP

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Excavation, Earth

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Erosion Control, Silt Fence

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Erosion Control, Turbidity Curtain, Shallow

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Aggregate Base, 8 inch

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Aggregate Surface Cse, 6 inch

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Shld, Cl II, 6 inch

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Culv End Sect, 12 inch

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Culv, Cl F, CSP, 12 inch

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Guardrail, Type MGS-8

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Guardrail, Curved, Type MGS-8

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Guardrail Approach Terminal, Type 2M

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Guardrail Departing Terminal, Type MGS

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Post, Steel, 3 pound

AutoCAD SHX Text

AutoCAD SHX Text Sft

AutoCAD SHX Text Sign, Type IIB

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Barricade, Type III, High Intensity, Double Sided, Lighted, Furn

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Barricade, Type III, High Intensity, Double Sided, Lighted, Oper

AutoCAD SHX Text

AutoCAD SHX Text Syd

Slope Restoration, Non-Freeway, Type C

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