751.19418.TAP_WESTERN UP CULVERT REPLACEMENTS PLANS 2.pdf

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Attached to
751/19418. JBB; Western UP Culvert Replacements
Solicitation number
RFQ - 171 - 230000000607
Issued by
Houghton County, Holly Village, Michigan

About this file

Written by GovTribe AI ·

This document is a set of construction plans for the Western UP Culvert Replacements project, involving the Michigan Department of Technology, Management and Budget, and the state jurisdictions of Houghton County and Holly Village. The plans detail the replacement of four culverts located along trail systems in these areas, specifying 88-foot 30-inch concrete culverts, 80-foot 60-inch concrete culverts, 80-foot 84-inch concrete culverts, and a 48-foot 96-inch concrete culvert. The project includes associated earthwork, grading, aggregate surface courses, and slope restoration. Bid submissions must be uploaded to the SIGMA VSS system by the 2:00 PM deadline, with questions directed to the project engineer. No award date is specified.

The plans provide detailed quantity estimates for the various construction components. Pricing is not directly specified, though the project will be competitively bid. No set-asides or incumbents are mentioned. Funding sources are not detailed, though the project is being managed by the State of Michigan's Department of Technology, Management and Budget. Additional information on the contract term, renewal options, and other salient details is not included in the construction plans.

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Other files

File Type Posted
751.19418.TAP_WESTERN UP CULVERT REPLACEMENTS PLANS 1.pdf PDF
751.19418.TAP_WESTERN UP CULVERT REPLACEMENTS PLANS 3.pdf PDF
751.19418.TAP_Western UP Culverts_ Advertisement.pdf PDF
751.19418.TAP_Western UP Culverts_ Project Manual_20230629.pdf PDF
Addendum 1 Complete Package.pdf PDF

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88 Ft 30" Concrete Pipe @ 11.79%

2.0 %

INV 1165.2

1+23.9

100.0' ROW

48.9' 50.8'

INV 1176.1

0+35.9

0+00

.1

.57

1+00

.5

.78

.4

1+75

PROP PLAN GRADE

1185 1185

-5 5.4

7%

POB

STA 41+43.00

N 750861.79 E 25752656.86

POE

STA 44+92.88

N 751153.05 E 25752849.27

90°'

Know what's below.

before you dig.Call

R

PROPOSED BILL NICHOLLS CULVERT1

BILL NICHOLLS PROPOSED CULVERT PROFILE2

GENERAL NOTES:

1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

2. SURVEY DATA WAS COLLECTED 09/24/2019, ON NAD83 MICHIGAN

STATE PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).

3. EXISTING SITE SOIL DATA WAS REFERENCED FROM NRCS WEB SOIL

SURVEY. THIS SITE IS LIMINGA-OUTWASH PLAINS/FINE SAND.

4. VOIDS IN RIPRAP ARE TO BE FILLED IN WITH ON SITE NATIVE SOILS.

88', 30" Ø CONCRETE CULVERT WITH

CONCRETE END SECTIONS, CL C, WITH

GASKET, GEOTEXTILE WRAP, AND

MECHANICAL JOINT TIES.

MACHINE GRADING

AGGREGATE SURFACE COURSE

SUBBASE, CIP

SEE C-132 FOR PROPOSED

ROAD PROFILE

PROPOSED TREELINE, TYP.

20'x20' SQUARE, RIPRAP, PLAIN

30" CONCRETE END SECTION

PROPOSED SURFACE

EXISTING SURFACE

30" CONCRETE END SECTION

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

℄ T

RA

IL

ST

A 0+

SLOPE RESTORATION,

TYPE A

SLOPE RESTORATION, TYPE A

SALVAGE AND REUSE TOPSOIL.

PLACE SEED AND MULCH.

TRAIL

6" 23A SURFACE CSE AGG,

COMPACTED TO 95% MAX

DENSITY.

TYPICAL TRAIL SECTION - PROPOSED3

feetGRAPHIC SCALE: FULL feetHALF

60402010

88', 30" CONCRETE CULVERT, CL C,

WITH GASKET, 4' WIDE GEOTEXTILE

WRAP AND MECHANICAL JOINT TIES.

LOCATED EAST OF SITE

SOUTH OF TRAIL CENTERLINE

NEAR STATION 45+10

LOCATED EAST OF SITE

NORTH OF TRAIL CENTERLINE

NEAR STATION 45+10

CLASS IIIA SAND FILL ABOVE AND

UNDERNEATH CULVERT, SEE DETAIL ON

SHEET C-501.

10', RIPRAPHEAVY

10', RIPRAP,HEAVY

EXISTING BACKFILL TO BE REMOVED AND SALVAGED

UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER

AT THE THE TIME OF CONSTRUCTION. IF THE

MATERIAL IS NOT ACCEPTABLE, THE UNIT PRICE

OPTION TO PROVIDE NEW CLASS II BACKFILL AND

DISPOSE OF THE EXISTING MATERIAL WILL BE USED.

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

20'x20' SQUARE, RIPRAP, PLAIN

CLASS C CONCRETE CULVERT

GEOTEXTILE SEPARATOR

BENEATH CULVERT BEDDING

SLOPE RESTORATION,

TYPE F ON SLOPES THIS

SIDE OF TRAIL

SLOPE RESTORATION,

TYPE G ON SLOPES THIS

SIDE OF TRAIL

.0'

2'

OUTLET INVERT TO BE 5" BELOW

GRADE TO ALLOW SEDIMENTATION

INSIDE OF THE CULVERT.

OUTLET INVERT TO BE 5" BELOW

GRADE TO ALLOW SEDIMENTATION

INSIDE OF THE CULVERT.

9" STRAW WADDLE

9" STRAW WADDLE

12" MDOT CL II SUBBASE COMPACTED

TO 95% MAX DENSITY COMPACT

SUBGRADE TO 92% MAX DENSITY.

0.0

' R

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STA 42+99

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

CONSTRUCTION EASEMENT

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ROW

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ROW

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02-111-001-00 LYME GREAT LAKES TIMBERLANDS LLC

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02-111-001-00 LYME GREAT LAKES TIMBERLANDS LLC

AutoCAD SHX Text QUANTITIES THIS SHEET (For Reference Only)

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TOTAL

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UNIT

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DESCRIPTION

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AutoCAD SHX Text Cyd

AutoCAD SHX Text Embankment, CIP

AutoCAD SHX Text

AutoCAD SHX Text Sta

AutoCAD SHX Text Machine Grading

AutoCAD SHX Text 140.00

AutoCAD SHX Text Cyd

AutoCAD SHX Text _Granular Material, Cl IIIA

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AutoCAD SHX Text Aggregate, 6A

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AutoCAD SHX Text _9" Wattle

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AutoCAD SHX Text Subbase, CIP

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AutoCAD SHX Text Aggregate Surface Cse, 6 inch

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AutoCAD SHX Text Geotextile, Separator

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AutoCAD SHX Text Geotextile, Stabilization

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AutoCAD SHX Text Culv End Sect, Conc, 30 inch

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AutoCAD SHX Text Culv, Cl C, Conc, 30 inch

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AutoCAD SHX Text _Mechanical Joint Ties

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AutoCAD SHX Text Riprap, Heavy, LM

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AutoCAD SHX Text _Reinstall Salvaged Riprap

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AutoCAD SHX Text Slope Restoration, Type A

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AutoCAD SHX Text _Slope Restoration, Type F

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AutoCAD SHX Text _Slope Restoration, Type G

AutoCAD SHX Text 1"=20'

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1"=10' HORIZ 1"=5' VERT

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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.

AutoCAD SHX Text IDENTIFICATION No.

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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

AutoCAD SHX Text C-130

AutoCAD SHX Text 7136-23-0060

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751/19418.JBB

AutoCAD SHX Text 06.30.2023

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LF/EM

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MH/CH

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WESTERN UP CULVERT REPLACEMENTS

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BILL NICHOLLS PROPOSED CULVERT

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MM

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JH

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2.0 % MAX

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NTS

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE MDOT STANDARD PLAN R-96-SERIES FOR DETAILS)

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KEY NO

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NAME

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RIPRAP

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AutoCAD SHX Text

INTERCEPTOR DITCH

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SEEDING

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MULCH BLANKET AND DOUBLE NET MULCH BLANKET

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0+00

2.8

6.2

6.6

1+00

.5

9.6

4.2

5.3

2+00

6.3

80 Ft 60" Concrete Pipe @ 10.55%

INV 976.9

1+40.0

INV 985.3

0+60.0

PROP PLAN GRADE

100.0' ROW

980975

-4 7.2

1%

-3 2.0

2%

POB

STA 21+00.00

N 724203.90 E 25692710.69

POE

STA 24+00.01

N 723994.71 E 25692925.74

81°'

Know what's below.

before you dig.Call

PROPOSED ROCKLAND CULVERT1

ROCKLAND PROPOSED CULVERT PROFILE VIEW2

GENERAL NOTES:

1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. EXISTING CONSTRUCTION.

2. SURVEY DATA WAS COLLECTED 09/27/2019, ON NAD83 MICHIGAN

STATE PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).

3. EXISTING SITE SOIL DATA WAS REFERENCED FROM NRCS WEB SOIL

SURVEY. THIS SITE IS LOGGERHEAD LOAM-GRAVELLY FINE SANDY

LOAM, WELL DRAINED, TILL/OUTWASH PLAINS.

4. VOIDS IN RIPRAP ARE TO BE FILLED IN WITH ON SITE NATIVE SOILS.

80', 60" CONCRETE CULVERT WITH

CONCRETE END SECTIONS, CL B,

WITH GASKET, GEOTEXTILE WRAP

AND MECHANICAL JOINT TIES

MACHINE GRADING

REINSTALL STONE SURFACE AGGREGATE

INSTALL 4" 23A OVER SALVAGED STONE

SUBBASE, CIP

SEE C-132 FOR PROPOSED ROAD PROFILE

RIPRAP, HEAVY

60" CONCRETE END

SECTION

PROPOSED SURFACE

EXISTING SURFACE

60" CONCRETE END

SECTION

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

℄ T

RA

IL

ST

A 0+

46.4' 50.0'

SLOPE RESTORATION, TYPE A

SLOPE RESTORATION, TYPE A

SALVAGE AND REUSE TOPSOIL.

PLACE SEED AND MULCH.

TRAIL

SALVAGE SURFACE CSE AGG12" MDOT CL II SUBBASE COMPACTED

TO 95% MAX DENSITY COMPACT

SUBGRADE TO 92% MAX DENSITY.

TYPICAL TRAIL SECTION - PROPOSED3

feetGRAPHIC SCALE: FULL feetHALF

60402010

80', 60" CONCRETE CULVERT, CL B,

WITH GASKET, 4' WIDE GEOTEXTILE

WRAP AND MECHANICAL JOINT TIES

LOCATED SE OF ADJACENT TRAIL

THAT IS 750' NE OF CULVERT, AND

DOWN TRAIL 375'.

LOCATED SE OF ADJACENT TRAIL

THAT IS 750' NE OF CULVERT, AND

DOWN TRAIL 375, NEAR TP #99.

CLASS IIIA SAND FILL ABOVE AND

UNDERNEATH CULVERT, SEE DETAIL ON

SHEET C-501.

25' OF RIPRAP, HEAVY

17.0' OF RIPRAP, HEAVY

LINE CHANNEL FROM TOP OF

BANK TO TOP OF BANK WITH

RIPRAP, HEAVY

OUTLET INVERT TO BE 10" BELOW

GRADE TO ALLOW SEDIMENTATION

INSIDE OF THE CULVERT.

EXISTING BACKFILL TO BE REMOVED AND SALVAGED

UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER

AT THE THE TIME OF CONSTRUCTION. IF THE

MATERIAL IS NOT ACCEPTABLE, THE UNIT PRICE

OPTION TO PROVIDE NEW CLASS II BACKFILL AND

DISPOSE OF THE EXISTING MATERIAL WILL BE USED.1

CLASS B CONCRETE CULVERT

GEOTEXTILE SEPARATOR

BENEATH CULVERT BEDDING

SLOPE RESTORATION,

TYPE A ON SLOPES THIS

SIDE OF TRAIL

SLOPE RESTORATION, TYPE G

ON SLOPES THIS SIDE OF TRAIL

OUTLET INVERT TO BE 10" BELOW

GRADE TO ALLOW SEDIMENTATION

INSIDE OF THE CULVERT.

.2'

40.0'

ROW

ROW

PROP SURFACE MAJOR CONTOURS

.0'

2.0 % 2.0 %

.0'

R

IPR

AP

H

EA

VY

1.0

4" 23A SURFACE CSE AGG,

COMPACTED TO 95% MAX DENSITY

1.0

9" STRAW WADDLE

9" STRAW WADDLE

CULVERT AT CL ALIGNMENT

STA 22+55 10

0.0 ' R

OW

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

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02-111-001-00 LYME GREAT LAKES TIMBERLANDS LLC

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APPROXIMATE PROPERTY LINE

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10-008-001-10 TURPEINEN BROTHERS INC

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APPROXIMATE PROPERTY LINE

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TOTAL

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UNIT

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DESCRIPTION

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AutoCAD SHX Text Embankment, CIP

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AutoCAD SHX Text Machine Grading

AutoCAD SHX Text 270.00

AutoCAD SHX Text Cyd

AutoCAD SHX Text _Granular Material, Cl IIIA

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AutoCAD SHX Text Aggregate, 6A

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AutoCAD SHX Text _Mechanical Joint Ties

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AutoCAD SHX Text Riprap, Heavy, LM

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AutoCAD SHX Text Slope Restoration, Type A

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text _Slope Restoration, Type G

AutoCAD SHX Text 1"=20'

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1"=10' HORIZ 1"=5' VERT

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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.

AutoCAD SHX Text IDENTIFICATION No.

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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

AutoCAD SHX Text C-131

AutoCAD SHX Text 7136-23-0060

AutoCAD SHX Text

751/19418.JBB

AutoCAD SHX Text 06.30.2023

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AutoCAD SHX Text

LF/EM

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MH/CH

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WESTERN UP CULVERT REPLACEMENTS

AutoCAD SHX Text

ROCKLAND PROPOSED CULVERT

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MM

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JH

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AutoCAD SHX Text

2.0% MAX

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2.0 % MAX

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NTS

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE MDOT STANDARD PLAN R-96-SERIES FOR DETAILS)

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KEY NO

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NAME

AutoCAD SHX Text

SEEDING

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RIPRAP

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AutoCAD SHX Text

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INTERCEPTOR DITCH

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MULCH BLANKET AND DOUBLE NET MULCH BLANKET

100' ROW

0+00

.0

.04

.5

.48

1+001+00

48 Ft 96" Concrete Pipe @ 1.00%

PROP PLAN GRADE

POB

STA 12+00.62

N 664212.332 E 25617800.545

POE

STA 12+88.45

N 664184.430 E 25617883.816

Know what's below.

before you dig.Call

R

PROPOSED BERGLAND CULVERT1

feetGRAPHIC SCALE: FULL feetHALF Value

####Value##

GENERAL NOTES:

1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. EXISTING CONSTRUCTION.

2. SURVEY DATA WAS COLLECTED 10/21/2019, ON NAD83 MICHIGAN

STATE PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).

3. VOIDS IN RIPRAP ARE TO BE FILLED IN WITH ON SITE NATIVE SOILS.

BERGLAND CULVERT PROFILE2

48', 96" CONCRETE CULVERT, CL B,

WITH GASKET, 4' WIDE GEOTEXTILE

WRAP, AND MECHANICAL JOINT TIES

MACHINE GRADING

AGGREGATE SURFACE COURSE

SUBBASE, CIP

SEE DETAIL 3 THIS SHEET FOR TRAIL SECTION

RIPRAP, HEAVY

EXISTING MDOT CONC.

BOX CULVERT

PROPOSED SURFACE

EXISTING SURFACE

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

96" CONCRETE CULVERT

WITH GRATED CMP END

SECTION, SEE DETAIL ON

SHEET C-501

12.0'

15.0'

15.0'

℄ T

RA

IL

ST

A 0+

20.7' 27.4'

SALVAGE AND REUSE TOPSOIL.

PLACE SEED AND MULCH.

TRAIL

6" 23A SURFACE CSE AGG,

COMPACTED TO 95% MAX DENSITY.12" MDOT CL II SUBBASE COMPACTED

TO 95% MAX DENSITY COMPACT

SUBGRADE TO 92% MAX DENSITY.

TYPICAL TRAIL SECTION - PROPOSED3

CAUTION-FIBER-CRITICAL

UNDERGROUND UTILITY

CAUTION-FIBER-CRITICAL

UNDERGROUND UTILITY

INVERT TO BE BURIED 16" UNDER

FINAL GRADE TO ALLOW FOR

PROPER SEDIMENTATION TO FILL

THE CULVERT.

RIPRAP, HEAVY

EXISTING BACKFILL TO BE REMOVED AND SALVAGED

UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER

AT THE THE TIME OF CONSTRUCTION. IF THE

MATERIAL IS NOT ACCEPTABLE, THE UNIT PRICE

OPTION TO PROVIDE NEW CLASS II BACKFILL AND

DISPOSE OF THE EXISTING MATERIAL WILL BE USED.

CLASS IIIA SAND FILL ABOVE AND

UNDERNEATH CULVERT, SEE DETAIL ON

SHEET C-501.

48', 96" CONCRETE CULVERT, CL A,

WITH GASKET, 4' WIDE GEOTEXTILE

WRAP AND MECHANICAL JOINT TIES.

GEOTEXTILE SEPARATOR

BENEATH CULVERT BEDDING

ROW

ROW

1.5

SLOPE RESTORATION,

TYPE G ON SLOPES

CAUTION-FIBER-CRITICAL

UNDERGROUND UTILITY

CMP END SECTION SHALL BE MANUFACTURED

WITH GRATES PER DETAIL ON C-501 INV 1277.8

0+82.12

INV 1278.42

0+19.57

10'

RIPRAP, HEAVY

100.0' ROW

CULVERT AT CL ALIGNMENT

STA 22+49

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

16' OF RIPRAP HEAVY

15' OF RIPRAP HEAVY

AutoCAD SHX Text

EX GROUND @

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text QUANTITIES THIS SHEET (For Reference Only)

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Embankment, CIP

AutoCAD SHX Text

AutoCAD SHX Text Sta

AutoCAD SHX Text Machine Grading

AutoCAD SHX Text 280.0

AutoCAD SHX Text Cyd

AutoCAD SHX Text _Granular Material, Cl IIIA

AutoCAD SHX Text 60.00

AutoCAD SHX Text Cyd

AutoCAD SHX Text Aggregate, 6A

AutoCAD SHX Text

AutoCAD SHX Text Sta

AutoCAD SHX Text Ditch, Intercepting

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text _9" Wattle

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Subbase, CIP

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 Geotextile, Separator

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Geotextile, Stabilization

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Culv, Cl B, Conc, 96 inch

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text _Culv End Sect, Metal, 96 Inch

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text _Culvert End Section Grate/Guard 96"

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text _Mechanical Joint Ties

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text _Removable Beaver Grate

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Riprap, Heavy, LM

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text _Slope Restoration, Type G

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text

NTS

AutoCAD SHX Text M-28

AutoCAD SHX Text

TO BERGLAND

AutoCAD SHX Text

TO BERGLAND

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text DTMB No.

AutoCAD SHX Text

OHM PROJ.

AutoCAD SHX Text IDENTIFICATION No.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

AutoCAD SHX Text C-132

AutoCAD SHX Text 7136-23-0060

AutoCAD SHX Text

751/19418.JBB

AutoCAD SHX Text 06.30.2023

AutoCAD SHX Text

AutoCAD SHX Text

LF/EM

AutoCAD SHX Text

MH/CH

AutoCAD SHX Text

WESTERN UP CULVERT REPLACEMENTS

AutoCAD SHX Text

BERGLAND PROPOSED CULVERT

AutoCAD SHX Text

MM

AutoCAD SHX Text

JH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text

2.0% MAX

AutoCAD SHX Text

2.0 % MAX

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

AutoCAD SHX Text

(SEE MDOT STANDARD PLAN R-96-SERIES FOR DETAILS)

AutoCAD SHX Text

KEY NO

AutoCAD SHX Text

NAME

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

AutoCAD SHX Text

MULCH BLANKET AND DOUBLE NET MULCH BLANKET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

INTERCEPTING DITCH

AutoCAD SHX Text

AutoCAD SHX Text

SEEDING

150+00

0.3

8.0

7.2

151+00

2.9

3.4

151+42

4.0

PROP PLAN GRADE

80 Ft 84" Concrete Pipe @ 0.96%

100.0' ROW

46.1' 46.4'

POB

STA 51+72.15

N 767117.607 E 25667577.301

POE

STA 52+93.99

N 767238.225 E 25667594.498

5 27.0' RIPRAP, HEAVY

23.0' RIPRAP, HEAVY

Know what's below.

before you dig.Call

R

PROPOSED ONTONAGON CULVERT2

feetGRAPHIC SCALE: FULL feetHALF

60402010

GENERAL NOTES:

1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. EXISTING CONSTRUCTION.

2. SURVEY DATA WAS COLLECTED 07/15/2020, ON NAD83 MICHIGAN

STATE PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).

3. VOIDS IN RIPRAP ARE TO BE FILLED IN WITH ON SITE NATIVE SOILS.

ONTONAGON CULVERT PROFILE1

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

TYPICAL TRAIL SECTION - PROPOSED3

℄ T

RA

IL

ST

A

0+

EXISTING BACKFILL TO BE REMOVED AND SALVAGED

UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER

AT THE THE TIME OF CONSTRUCTION. IF THE

MATERIAL IS NOT ACCEPTABLE, THE UNIT PRICE

OPTION TO PROVIDE NEW CLASS II BACKFILL AND

DISPOSE OF THE EXISTING MATERIAL WILL BE USED.

14.0'

SALVAGE AND REUSE TOPSOIL.

PLACE SEED AND MULCH.

TRAIL

6" 23A SURFACE CSE AGG,

COMPACTED TO 95% MAX DENSITY.12" MDOT CL II SUBBASE COMPACTED

TO 95% MAX DENSITY COMPACT

SUBGRADE TO 92% MAX DENSITY.

9" STRAW WATTLE

OBSERVED WATER LEVEL

@ 603 FT

OBSERVED WATER LEVEL

@ 603 FTMULCH BLANKET

MULCH BLANKET

SALVAGE SURFACE CSE AGG

REMOVE EXISTING 88', 48" CONCRETE CULVERT

PROPOSED CULVERT

DOWNSTREAM INV ELEV 600.23'

UPSTREAM

CULVERT INV

ELEV 601.00'

100.0' ROW

80', 84" CONCRETE CULVERT WITH

CONCRETE END SECTIONS, CL B,

WITH GASKET, GEOTEXTILE WRAP

AND MECHANICAL JOINT TIES

25.0' RIRAP, HEAVY

25.0' RIPRAP, HEAVY

OUTLET INVERT TO BE 10.5" BELOW

GRADE TO ALLOW SEDIMENTATION

INSIDE OF THE CULVERT

MACHINE GRADING

AGGREGATE SURFACE COURSE

SUBBASE, CIP

SEE DETAIL 3 THIS SHEET FOR TRAIL SECTION

RIPRAP, HEAVY

SLOPE RESTORATION,

TYPE G ON SLOPES

RIPRAP, HEAVY

CULVERT AT CL ALIGNMENT

STA 52+30

84" METAL END SECTION

84" METAL END SECTION

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

RIPRAP, MINIMUM 2' THICK,

INSTALL GEOTEXTILE

SEPARATOR BELOW RIPRAP,

FILL VOIDS IN RIPRAP

AutoCAD SHX Text

EX GROUND @

AutoCAD SHX Text

41-112-002-00 VILLAGE OF ONTONAGON 315 QUARTZ ST ONTONAGON MI 49953

AutoCAD SHX Text

ROW

AutoCAD SHX Text

41-112-002-00 VILLAGE OF ONTONAGON 315 QUARTZ ST ONTONAGON MI 49953

AutoCAD SHX Text

DNR ROW

AutoCAD SHX Text

DNR ROW

AutoCAD SHX Text

41-112-002-10 PENEGOR BRITTANY A

AutoCAD SHX Text

41-112-002-10 PENEGOR BRITTANY A

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

B/BANK

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

T/BANK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

ZINC ST.

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

ORDINARY HIGH WATER ELEV: 605.26

AutoCAD SHX Text

ONTONAGON RIVER

AutoCAD SHX Text QUANTITIES THIS SHEET (For Reference Only)

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Embankment, CIP

AutoCAD SHX Text

AutoCAD SHX Text Sta

AutoCAD SHX Text Machine Grading

AutoCAD SHX Text 450.0

AutoCAD SHX Text Cyd

AutoCAD SHX Text _Granular Material, Cl IIIA

AutoCAD SHX Text 20.00

AutoCAD SHX Text Cyd

AutoCAD SHX Text Aggregate, 6A

AutoCAD SHX Text

AutoCAD SHX Text Sta

AutoCAD SHX Text Ditch, Intercepting

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text _9" Wattle

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Subbase, CIP

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text _Aggregate Surface Cse, 4 inch

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text _Reinstall Stone Surface Aggregate

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Geotextile, Separator

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Geotextile, Stabilization

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text Culv, Cl B, Conc, 84 inch

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text _Culv End Sect, Metal, 84 inch

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text _Mechanical Joint Ties

AutoCAD SHX Text

AutoCAD SHX Text Cyd

AutoCAD SHX Text Riprap, Heavy, LM

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text Slope Restoration, Type A

AutoCAD SHX Text

AutoCAD SHX Text Syd

AutoCAD SHX Text _Slope Restoration, Type G

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text H: 1"=20' V: 1"=20'

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text DTMB No.

AutoCAD SHX Text

OHM PROJ.

AutoCAD SHX Text IDENTIFICATION No.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

AutoCAD SHX Text C-133

AutoCAD SHX Text 7136-23-0060

AutoCAD SHX Text

751/19418.JBB

AutoCAD SHX Text 06.30.2023

AutoCAD SHX Text

AutoCAD SHX Text

LF/EM

AutoCAD SHX Text

MH/CH

AutoCAD SHX Text

WESTERN UP CULVERT REPLACEMENTS

AutoCAD SHX Text

ONTONAGON PROPOSED CULVERT

AutoCAD SHX Text

MM

AutoCAD SHX Text

JH

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

AutoCAD SHX Text

(SEE MDOT STANDARD PLAN R-96-SERIES FOR DETAILS)

AutoCAD SHX Text

KEY NO

AutoCAD SHX Text

NAME

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

AutoCAD SHX Text

MULCH BLANKET AND DOUBLE NET MULCH BLANKET

AutoCAD SHX Text

AutoCAD SHX Text

INTERCEPTING DITCH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2.0% MAX

AutoCAD SHX Text

2.0 % MAX

AutoCAD SHX Text

SEEDING

41+00

.5

.0

.04

42+00

.7

.24

.8

.94

43+00

.8

.74

.5

.76

44+00

.9

.71

.5

45+00

.4

45+16

.6

1.24% -3.00% 4.04%

3.83%

GRADE BREAK STA = 41+43.79

ELEV = 1191.973

GRADE BREAK STA = 44+43.79

ELEV = 1194.427

L.P. STA = 42+83.23

L.P. ELEV = 1189.667

PVI STA = 42+93.79

PVI ELEV = 1188.43

K: = 20.48

144.13' VC

A.D. = 0.07

H.P. STA = 41+57.94

H.P. ELEV = 1192.075

PVI STA = 41+66.35

PVI ELEV = 1192.25

K: = 9.56

40.61' VC

A.D. = 0.04

H.P. STA = 44+42.54

H.P. ELEV = 1194.379

PVI STA = 44+18.78

PVI ELEV = 1193.47

K: = 226.98

47.52' VC

A.D. = 0.00

PV

C

ST

A:

+4

6.0

PV

C

EL

EV

: 1

2.0

PV

C

ST

A:

+9

5.0

PV

C

EL

EV

: 1

2.5

PV

T

ST

A:

+8

6.6

PV

T

EL

EV

: 1

1.6

PV

T

ST

A:

+4

2.5

PV

T

EL

EV

: 1

4.3

PV

C

ST

A:

+2

1.7

PV

C

EL

EV

: 1

0.5

PV

T

ST

A:

+6

5.8

PV

T

EL

EV

: 1

1.3

3.0

PROP PLAN GRADE

20+00

9.2

9.7

21+00

.3

.1

.39

22+00

.8

9.5

.5

9.5

23+00

.2

.74

.0

.82

24+00

.8

.72

.6

24+80

.1

0.96% -2.06%

4.35% 3.16%

GRADE BREAK STA = 21+04.72

ELEV = 1000.359

GRADE BREAK STA = 24+04.72

ELEV = 1004.871

L.P. STA = 22+21.49

L.P. ELEV = 999.406

PVI STA = 22+47.86

PVI ELEV = 998.37

K: = 23.03

147.69' VC

A.D. = 0.06

H.P. STA = 21+33.20

H.P. ELEV = 1000.604

PVI STA = 21+36.64

PVI ELEV = 1000.67

K: = 6.26

18.91' VC

A.D. = 0.03

H.P. STA = 23+83.78

H.P. ELEV = 1004.209

PVI STA = 23+77.23

PVI ELEV = 1004.00

K: = 11.03

13.11' VC

A.D. = 0.01

PV

C

ST

A:

+2

7.1

PV

C

EL

EV

: 1

0.5

PV

C

ST

A:

+7

0.6

PV

C

EL

EV

: 1

3.7

PV

T

ST

A:

+4

6.0

PV

T

EL

EV

: 1

0.4

PV

T

ST

A:

+8

3.7

PV

T

EL

EV

: 1

4.2

PV

C

ST

A:

+7

4.0

PV

C

EL

EV

: 9

.90

PV

T

ST

A:

+2

1.7

PV

T

EL

EV

: 1

1.5

3.0

PROP PLAN GRADE

Know what's below.

before you dig.Call

PL

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

BILL NICHOLLS PROPOSED TRAIL CENTERLINE PROFILE1

ROCKLAND PROPOSED TRAIL CENTERLINE PROFILE2

80', 60" CONCRETE CULVERT, CL B,

WITH GASKET, 4' WIDE GEOTEXTILE

WRAP AND MECHANICAL JOINT TIES

88', 30" CONCRETE CULVERT, CL C,

WITH GASKET, 4' WIDE GEOTEXTILE

WRAP AND MECHANICAL JOINT TIES.

3.0' 3.0'

3.0'

3.0'

APPROX EXC LIMITS

APPROX EXC LIMITS

AutoCAD SHX Text

EX GROUND @

AutoCAD SHX Text

EX GROUND @

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

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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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

AutoCAD SHX Text C-134

AutoCAD SHX Text 7136-19-0120

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751/19418.JBB

AutoCAD SHX Text 06.30.2023

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LF/EM

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MH/CH

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WESTERN UP CULVERT REPLACEMENTS

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BILL NICHOLLS & ROCKLAND PROFILES

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MM

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JH

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Sheets and Views
DT TITLE SHEET
C-001 NOTES
C-110 BILL NICHOLLS & ROCKLAND LOCATION MAPS
C-111 BERGLAND & ONTONAGON LOCATION MAPS
C-120 BILL NICHOLLS CULVERT REMOVAL
C-121 ROCKLAND CULVERT REMOVAL
C-122 BERGLAND CULVERT REMOVAL
C-123 ONTONAGON CULVERT REMOVAL
C-130 BILL NICHOLLS PROPOSED CULVERT
C-131 ROCKLAND PROPOSED CULVERT
C-132 BERGLAND PROPOSED CULVERT
C-133 ONTONAGON PROPOSED CULVERT
C-134 BILL NICHOLLS & ROCKLAND PROFILES
C-135 ONTONAGON PROFILE
C-501 DETAILS
C-502 DETAILS
C-510 SOIL BORINGS

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