591_21029_AGY_Plans IFB 6-23-22.pdf

PDF 6 MB Posted Jul 22, 2022

Attached to: 591/21029. AGY; M-136 Culvert Replacement
Solicitation number: RFQ - 171 - 220000000426
Issued by: St. Clair County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains contract drawings for the Michigan Department of Transportation (MDOT) M-136 Culvert Replacement for a Tributary to the Brandymore Drain project in Fort Gratiot, Michigan. The scope of work includes the replacement of an existing 36-inch concrete culvert with a 60-inch corrugated metal pipe culvert, as well as associated site preparation, soil erosion and sedimentation control measures, and surface restoration. Key quantities include 80 feet of culvert, 84 square yards of HMA surface removal, and 100 square yards of slope restoration. The bid attachments must be uploaded to the SIGMA VSS system, and questions should be emailed to the project engineer. COVID-19 precautions, such as the potential requirement to wear masks, may be in place.

The contract pricing terms are not provided in the document. There is no information on any set-asides, incumbents, funding sources, or other salient commercial terms. The document focuses on the technical details of the culvert replacement project.

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Other files

File	Type	Posted
Addendum 1 21029.pdf	PDF	Jul 22, 2022
Addendum 2 21029.pdf	PDF	Jul 22, 2022
591_21029_AGY_Advertisement IFB 6-23-22rev.pdf	PDF	Jul 22, 2022
591_21029_AGY_Specs IFB 6-27-22_Part1.pdf	PDF	Jul 22, 2022
591_21029_AGY_Specs IFB 6-27-22_Part2.pdf	PDF	Jul 22, 2022
591_21029_AGY_Specs IFB 6-27-22_Part3.pdf	PDF	Jul 22, 2022

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MICHIGAN DEPARTMENT OF

TRANSPORTATION (MDOT)

CONTRACT DRAWINGS

M-136 CULVERT REPLACEMENT FOR TRIBUTARY

BRANDYMORE DRAIN

INDEX TO DRAWINGS

0-0 TITLE PAGE

CIVIL

C-1 SITE PLAN

C-2 SESC DETAILS

C-3 RESTORATION DETAILS

C-4 SESC NOTES

MDOT-1 TITLE SHEET

MDOT-2 PROJECT INFORMATION

MDOT-3 LEGEND 1 OF 3

MDOT-4 LEGEND 2 OF 3

MDOT-5 LEGEND 3 OF 3

MDOT-6 NOTE

MDOT-7 TYPICAL CROSS SECTIONS

MDOT-7A PROPOSED CULVERT ELEVATION VIEW

MDOT-8 REMOVAL AND CONSTRUCTION

MDOT-9 MAINTAINING TRAFFIC/DETOUR SHEET

JUNE 23, 2022

C :\U se rs

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: 5 /1

: M

, J

DATE ISSUED / DATE REVISED

LOCATION MAP

GRAPHIC SCALE

0 2000' 4000'

REFERENCE: BASE MAP USGS 7.5 MINUTE QUADRANGLES,

LAKEPORT MI, AND RUBY, MI, 2019

PROJECT

LOCATION

KEY CONTACTS:

PROJECT SITE: OWNER:

ENGINEER:

MICHIGAN

AREA

LOCATION

ARCADIS OF MICHIGAN, LLC.

ISSUED FOR BIDDING

74200192001500

GRIFFIN TERRANCE, PATRICIA

74200192001000

PALMATEER SHARON TRUST

74200183001000

PALMATEER

SHERWOOD

TRUST

74200183002000

MC INTYRE SIDNEY/CAROLE

74200184002000

WARF DAVID F JR, MARY

74200191006000

GARY GENE

MCNAUGHTON

74200191007001

GARCIA LANCE M, GENEVA M.

74200184001000

4334 KEEWAHDIN RD

4320 KEEWAHDIN RD

4214 KEEWAHDIN RD

4323 KEEWAHDIN RD

PALMATEER SHARON TRUST

KEEWAHDIN RD

KEEWAHDIN

ROAD

SITE PLAN

NOTES:

1. CONTRACTOR SHALL PROTECT ALL UTILITIES, SITE IMPROVEMENTS AND REPAIRS OR REPLACEMENT OF ITEMS NOT

PLANNED FOR REMOVAL SHALL BE AT CONTRACTOR'S COST.

SESC NOTES:

1. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE SESC PERMIT AND CONTRACT DOCUMENTS.

Professional Engineer's No.

State

Professional Engineer's Name

Drawn byDesigned by

Date Signed

THIS DRAWING IS THE PROPERTY OF THE ARCADIS ENTITY IDENTIFIED IN THE TITLE BLOCK

AND MAY NOT BE REUSED OR ALTERED IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OF SAME.

ARCADIS OF MICHIGAN, LLC

300 S. WASHINGTON SQUARE

SUITE 315

LANSING, MICHIGAN 48933

TEL. 517.324.5033

30056294

MAY 2022

O N

T C

R T-

-D

ARCADIS Project No.

Date

No. Date Revisions By

Project Mgr.

Checked by

THEODORE J. KREMER, PE

6201054078

SH T.FATTO TK

CPUSE TO VERIFY

FIGURE

REPRODUCTION

SCALE

THIS BAR

REPRESENTS ONE

INCH ON THE

ORIGINAL DRAWING:

Ckd

C-1

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MICHIGAN DEPARTMENT OF TRANSPORTATION ● M-136 CULVERT REPLACEMENT FOR TRIBUTARY BRANDYMORE DRAIN, FORT GRATIOT, MICHIGAN

CIVIL

ARCADIS OF MICHIGAN, LLC.

ISSUED FOR

BIDDING

SESC SYMBOLOGY FOR CONSTRUCTION DRAWINGS:

PERMANENT MEASURE

TEMPORARY MEASURE#

LEGEND

TAX PARCEL BOUNDARY

LIMITS OF WORK

STAGING AREA

APPROXIMATE REMOVAL LIMITS OF NON-HAZARDOUS PFAS

CONTAMINATED SOILS

STAGING AREA LIMITS OF WORK

ES36

E20 T

ES35

SILT FENCE

EXISTING CONTOURS (APPROXIMATE)

DIVERSION DAM

BYPASS PUMPING

DEWATERING

S51

T SILT FENCE

ES36

E20 T

ES35

DIVERSION DAM

BYPASS PUMPING

DEWATERING

S51

T SILT FENCE

GENERAL SESC NOTES:

SITE ADDRESS

M-136 AT BRANDYMORE DRAIN

FT. GRATIOT, MI 48059

ACREAGE

APPROXIMATELY 0.4 ACRES

NEAREST WATER BODY

500' WEST IS BRANDYMORE DRAIN

SOILS

SAND TO CLAYEY SAND

SESC PLAN DETAILS

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

SESC SYMBOLOGY FOR CONSTRUCTION DRAWINGS:

PERMANENT MEASURE

TEMPORARY MEASURE

Professional Engineer's No.

State

Professional Engineer's Name

Drawn byDesigned by

Date Signed

THIS DRAWING IS THE PROPERTY OF THE ARCADIS ENTITY IDENTIFIED IN THE TITLE BLOCK

AND MAY NOT BE REUSED OR ALTERED IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OF SAME.

ARCADIS OF MICHIGAN, LLC

300 S. WASHINGTON SQUARE

SUITE 315

LANSING, MICHIGAN 48933

TEL. 517.324.5033

30056294

MAY 2022

lo go

.ti f d m b_ lo go .jp g

O N

T C

R T-

-D

ARCADIS Project No.

Date

No. Date Revisions By

Project Mgr.

Checked by

THEODORE J. KREMER, PE

6201054078

SH T.FATTO TK

CPUSE TO VERIFY

FIGURE

REPRODUCTION

SCALE

THIS BAR

REPRESENTS ONE

INCH ON THE

ORIGINAL DRAWING:

Ckd

C-2

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MICHIGAN DEPARTMENT OF TRANSPORTATION ● M-136 CULVERT REPLACEMENT FOR TRIBUTARY BRANDYMORE DRAIN, FORT GRATIOT, MICHIGAN

CIVIL

ARCADIS OF MICHIGAN, LLC.

ISSUED FOR

BIDDING

E9 MULCH BLANKETS

S53 STABILIZED CONSTRUCTION ACCESS

ES53 DEWATERING

S51 SILT FENCE

E12 RIPRAP

E8 PERMANENT SEEDING SPECIFICATIONS

ES36 DIVERSION DIKE/BERM SPECIFICATIONS

E20 BYPASS PUMPING

KEEWAHDIN

ROAD

RESTORATION DETAILS

Professional Engineer's No.

State

Professional Engineer's Name

Drawn byDesigned by

Date Signed

THIS DRAWING IS THE PROPERTY OF THE ARCADIS ENTITY IDENTIFIED IN THE TITLE BLOCK

AND MAY NOT BE REUSED OR ALTERED IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OF SAME.

ARCADIS OF MICHIGAN, LLC

300 S. WASHINGTON SQUARE

SUITE 315

LANSING, MICHIGAN 48933

TEL. 517.324.5033

30056294

MAY 2022

O N

T C

R T-

-D

ARCADIS Project No.

Date

No. Date Revisions By

Project Mgr.

Checked by

THEODORE J. KREMER, PE

6201054078

SH T.FATTO TK

CPUSE TO VERIFY

FIGURE

REPRODUCTION

SCALE

THIS BAR

REPRESENTS ONE

INCH ON THE

ORIGINAL DRAWING:

Ckd

C-3

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\jm ey er \A

C C

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MICHIGAN DEPARTMENT OF TRANSPORTATION ● M-136 CULVERT REPLACEMENT FOR TRIBUTARY BRANDYMORE DRAIN, FORT GRATIOT, MICHIGAN

CIVIL

ARCADIS OF MICHIGAN, LLC.

ISSUED FOR

BIDDING

LEGEND

SURFACE RESTORATION AREA

LIMITS OF WORK

STAGING AREA

RIP RAP

SILT FENCE

EXISTING CONTOURS (APPROXIMATE)

STABILIZED

CONSTRUCTION

ACCESS

S53 T

STABILIZED

CONSTRUCTION

ACCESS

S53 T

E8 P

E12 P

PERMANENT SEEDING

RIP RAP

TMULCH BLANKETS

S51

T SILT FENCE

S51

T SILT FENCE

E8 P

E12 P

PERMANENT SEEDING

RIP RAP

TMULCH BLANKETS

Professional Engineer's No.

State

Professional Engineer's Name

Drawn byDesigned by

Date Signed

THIS DRAWING IS THE PROPERTY OF THE ARCADIS ENTITY IDENTIFIED IN THE TITLE BLOCK

AND MAY NOT BE REUSED OR ALTERED IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OF SAME.

ARCADIS OF MICHIGAN, LLC

300 S. WASHINGTON SQUARE

SUITE 315

LANSING, MICHIGAN 48933

TEL. 517.324.5033

30056294

MAY 2022

O N

T C

R T-

-D

ARCADIS Project No.

Date

No. Date Revisions By

Project Mgr.

Checked by

THEODORE J. KREMER, PE

6201054078

SH T.FATTO TK

CPUSE TO VERIFY

FIGURE

REPRODUCTION

SCALE

THIS BAR

REPRESENTS ONE

INCH ON THE

ORIGINAL DRAWING:

Ckd

C-4

C :\U se rs

\jm ey er \A

C C

D oc s\ Ar ca di s\

S- M

D O

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D R

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Pr oj ec t F ile s\

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N O

dw g

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-4

D : 5

/6 /2

R : 2

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: 5

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, J U

MICHIGAN DEPARTMENT OF TRANSPORTATION ● M-136 CULVERT REPLACEMENT FOR TRIBUTARY BRANDYMORE DRAIN, FORT GRATIOT, MICHIGAN

CIVIL

ARCADIS OF MICHIGAN, LLC.

ISSUED FOR

BIDDING SESC NOTES

SESC NOTES:

GENERAL NOTES:

TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:

MAINTENANCE NOTES:

PROJECT DESCRIPTION:

SCOPE OF WORK:

TIMING AND SEQUENCE OF ACTIVITIES:

SESC NOTES:

YEAR DESIGNPOSTED

2018 628 123M-136

ROAD

SPEED DATA

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

TITLE

M-136

77091

10/21/21

SCHLAGER

HURON

M-136 CULVERT

TRIBUTARY TO BRANDYMOORE DRAIN

TITLE SHEET

TRAFFIC DATA

60 55 POB TO POE

NO SCALE

LIMITS

COUNTY

ST CLAIR

Michigan Department of Transportation

ST CLAIR COUNTY

FORT GRATIOT TOWNSHIP

ROUTE: M-136

COUNTY KEY

5,563

PHYSICAL ROAD NUMBER (PR#) & MILEPOST (MP) DATA ARE FROM MICHIGAN GEOGRAPHIC FRAMEWORK VERSION #

MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION.

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

ADT DHV COMM

19.

SECT

DESCRIPTIONAUTH

DATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:M-136_CULVERT_TITLE

001 77091 TBD

JOB NO. CONTROL SEC SECTION FED AID PROJ

PAUL C. AJEGBA, P.E. - DIRECTOR

MICHIGAN

DEPARTMENT OF TRANSPORTATION

MILES: 0.1

THE BRANDYMOORE DRAIN.

CULVERT REPLACEMENT ON M-136 AT A TRIBUTARY TO

CONTRACT FOR:

MICHIGAN DEPARTMENT OF TRANSPORTATION

POE PR MP: 3.161

POB PR MP: 3.149

PR: 0964703

POE CS MP: 5.448

POB CS MP: 5.436

CS: 77091

PROJECT LOCATION

24 19

KRAFFT RD

CARRIGAN RD.

S T

A T

R D

KEEWAHDIN RD.

P A

R K

C E

MAITLAND RD.

W A

D H

WALKER RD.

N O

R E

N. R

IVER R

CARRIGAN RD.

C L

F O

A T

THOMPSON DR.

W A R

B R

ACE

DOE CR.

BLA

FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )

NO SCALE

DATE: 11/02/2021 CS: 77091 PROJECT INFORMATION SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: SCHLAGER JN:

PROJ

001 FILE: ProjectInfo.doc TSC: HURON

PUBLIC UTILITIES

The existing utilities listed below and shown on these plans represent the best information available as obtained on our surveys. This information does not relieve the contractor of the responsibility to be satisfied as to it's accuracy and the location of existing utilities.

Name Of Owner Type Of Utility

ATT Aerial Attention: Glen Sowinski Phone: (810) 689-3564 Email: GS9291@att.com

Fort Gratiot Township Watermain Attention: Greg Randall Phone:

Email: grandall@fortgratiot.us

NOTES APPLYING TO STANDARD PLANS

Where the following items are called for on plans, they are to be constructed according to the standard plan given below opposite each item unless otherwise indicated.

Title Plan No.

ROAD

GUARDRAIL TYPES A, B, BD, T, TD, MGS-8 & MGS-8D R-60-J *

BEDDING AND FILLING AROUND PIPE CULVERTS R-82-D

SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

SEEDING AND TREE PLANTING R-100-I *

* Denotes Special Detail

Miscellaneous Quantities

The quantities below are not detailed on the plans and are to be placed as directed by the Engineer.

Item Qty Unit Mobilization, Max 1 LSUM Minor Traf Devices 1 LSUM Barricade, Type III, High Intensity, Double Sided, Lighted, Furn

10 Ea

Barricade, Type III, High Intensity, Double Sided, Lighted, Oper

10 Ea

Plastic Drum, Fluorescent, Furn 10 Ea Plastic Drum, Fluorescent, Oper 10 Ea Sign, Type B, Temp, Prismatic, Furn 390 Sft Sign, Type B, Temp, Prismatic, Oper 390 Sft Subgrade Undercutting, Type II 10 Cyd Erosion Control, Silt Fence 300 Ft Riprap Plain 20 Syd Shld, Cl II, Modified 10 Ton

SHEET INDEX

Section 1 - Road Plans

Title 1

Project Information 2

Legend 3-5

Note 6

Typical Cross Sections 7

Removal, Construction, Drainage & Profile 8

Maintaining Traffic/Construction Staging Plans 9

XXXXXXXX

R R

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

NO SCALE

Michigan Department of Transportation

DESCRIPTIONAUTHDATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

FILE:

DESCRIPTIONAUTHDATENO.

11/02/2021

HURON

SCHLAGER

LEGEND

LEGEND.DGN

BH#

W O R

NOISE BARRIER

SURVEY

BOUNDARY

BARRIERS

RAILROAD

BORINGS

CURB & GUTTER

SURFACINGVEGETATION

ENVIRONMENTAL

MAINTAINING TRAFFIC

SIGNS

POST - DOUBLE

POST - SINGLE

STRUCTURE - CANTILEVER

STRUCTURE - TRUSS

PARCEL - NON-LEGAL

PLAT - NON-LEGAL

SECTION LINE

PARCEL - LEGAL

PLAT - LEGAL

TOWNSHIP LINE (MAP)

CITY LIMIT

W.T. 12'

WETLAND - LEGAL

EROSION CONTROL - SILT FENCE

POTENTIALLY CONTAMINATED SITE

TRACK

CABLE BARRIER - TRUE SCALE

POST - NO ID

POST - MAILBOX

IMPACT ATTENUATOR

GUARDRAIL RUN NUMBER

FENCE POST

CONCRETE BARRIER - DOUBLE FACE

CONCRETE BARRIER - SINGLE FACE

FENCE

GUARDRAIL - TRUE SCALE

GUARDRAIL - NOT TO SCALE

CABLE BARRIER - NOT TO SCALE

BRUSH LINE

HEDGE LINE

TREE LINE - CANOPY OR TRUNK

HMA COLDMILLING

TYPICAL SECTION

CONCRETE - PROPOSED

CURB & GUTTER REMOVAL

SLOPE STAKE LINE

CROSSING - SYMBOL

STRUCTURES

BEAM UNDERCLEARANCE

REFERENCE POINT

CONTROL POINT

BENCHMARK

REFERENCE - NGS

REFERENCE - USGS

MONUMENT BOX

SIDEWALK - RAMP LABEL

ABANDON

ADJUST

BULKHEAD

CLEARING

REMOVE

SALVAGE

SAVE

SIDEWALK - CONCRETE RAMP

SIDEWALK

SIDEWALK - LANDING

STRUCTURE NO. + CONTROL SEC. LABEL

SIDEWALK - REMOVAL

REFERENCE - GPS

REMOVAL

CONSTRUCTION

GENERAL LABELING

GENERAL

TRAFFIC FLOW ARROW

LEFT TURN ARROW

PRESERVE MONUMENT

PROTECT MONUMENT

CONSTRUCTION LIMITS

AGGREGATE APPROACH

BRIDGE APPROACH

HMA APPROACH

MISCELLANEOUS CONCRETE

HMA CRUSH & SHAPE

CONCRETE RUBBLIZING

REMOVAL AND CONSTRUCTION

REMOVAL

PROPOSED

PAVEMENT REMOVAL

AND / OR

HMA SURFACE REMOVAL

ROADSIDE / SITE

TYPE III BARRICADE

MONUMENT PRESERVATION

ALIGNMENT POINT MONUMENT

CHANNELIZING DEVICE - CONE

CHANNELIZING DEVICE - DRUM

CITY LIMIT - MAP

GENERAL

CONTROL

CONCRETE MONUMENT

PLAT CORNER

SIDEWALK - DETECT. WARNING SURF.

RELOCATE - BY OTHERS

ADJUST - BY OTHERS

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

ANTENNA

BIG ROCK

FLAG POLE

PICNIC STOVE

PICNIC TABLE

SATELLITE DISH

CROSSING - GATE

CROSSING - SIGNAL BOX

CROSSING - SIGNAL FLASHING

PARCEL CORNER - CAPPED IRON

PARCEL CORNER - IRON PIN

PARCEL CORNER - IRON PIPE

PARCEL CORNER - NO ID

ROW MONUMENT

SECTION CORNER - CENTER

SECTION CORNER - MEANDER

SECTION CORNER - QUARTER

SECTION CORNER - QUARTER-HALF

SECTION CORNER - SECTION

SECTION CORNER - SECTION-HALF

SECTION CORNER - SIXTEENTH

SECTION CORNER - WITNESS

ADJUST - STRUC COVER WITH TYPE

RELOCATE - WITH CASE NUMBER

WETLAND - SPOT EL

WATER TABLE - PLAN NOTE

EROSION CONTROL - RIPRAP

EROSION CONTROL NUMBER

CONTAMINATION - MONITORING WELL

TREE LINE - TRUNK

TRUNK LINE

TREE - STUMP

TREE - DECIDUOUS

TREE - CONIFER

SHRUB

ROW - FREE ACCESS

ROW - LIMITED ACCESS

WETLAND - NON-LEGAL

HMA - PROPOSED

LIGHTED ARROW PANEL - BAR

MESSAGE SIGN

PORTABLE CHANGEABLE

WORK AREA

TEMPORARY SIGN

LIGHTED ARROW PANEL

BORING

LIGHT - STEADY BURN TYPE C

LIGHT - HIGH INTENSITY TYPE B

TRAFFIC REGULATOR

TEMPORARY TRAFFIC SIGNAL

SECTION LINE - EIGHTH

SECTION LINE - QUARTER

SECTION LINE - SIXTEENTH

PROPERTY OWNERSHIP ARROW

CONTIGUOUS PROPERTY SYMBOL

PARCEL NUMBER BOX

ARROW - DOUBLE

PROPERTY OWNERSHIP

123456

SUSPENDED (EXISTING)

STRUCTURE - TRUSS (EXISTING)

STRUCTURE - CANTILEVER (EXISTING)

PRESERVE

PROTECT

SALV

ADJ

ADJ-B

ADJ-B/O

REL-1

REL-B/O

SWR-F

S01 OF 12345

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

NO SCALE

Michigan Department of Transportation

SECT

DESCRIPTIONAUTHDATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

LEGEND.DGN

UTILITIES

COMBINED SEWER

WATER

SANITARY SEWERCOMBINED SEWER

COMMUNICATION

NATURAL GAS

CABLE - OUT OF SERVICE

CABLE

FIBER OPTIC - OUT OF SERVICE

FIBER OPTIC

CABLE - OVERHEAD

COMBINED SEWER - OUT OF SERVICE

COMBINED SEWER - TO BE REMOVED

SEWER

SEWER - OUT OF SERVICE

SEWER - TO BE REMOVED

PROPANE TANK

MARKER

VALVE

WELL

GAS LINE - OUT OF SERVICE

GAS LINE MARKER

PEDESTAL

UTILITY BOX

MANHOLE COVER

DROP INLET

FLOW DIRECTION ARROW

DRAINAGE STRUCTURE NUMBER

DITCH CENTERLINE

FUEL / PETROLEUM

WATER EDGE

UNDERDRAIN

CULVERT - EXISTING

STORM SEWER - EXISTING

STORM SEWER

TELEPHONE

TELEPHONE - OVERHEAD

TELEPHONE - OUT OF SERVICE

TELEPHONE BOX

TELEPHONE PEDESTAL

FIBER OPTIC MARKER

CATCH BASIN COVER

SEWER CLEANOUT ACCESS

GASOLINE FILLER PIPE

GASOLINE PUMP

GASOLINE UNDERGROUND TANK

CABLE MARKER

CABLE PEDESTAL

DRAINAGE

CULVERT (SIZE VARIES)

END SECTION (SIZE VARIES)

OUTLET HEADWALL (SIZE VARIES)

HEADWALL (SIZE VARIES)

CATCH BASIN W/ COVER (DIA VARIES)

MANHOLE W/ COVER (DIA VARIES)

MANHOLE BASE W/ COVER (SIZE VARIES)

MANHOLE TEE W/ COVER (SIZE VARIES)

STRUCTURE BOTTOM (DIA VARIES)

MANHOLE WITH COVER (DIA VARIES)

WATER MAIN

WATER MAIN - OUT OF SERVICE

WATER MAIN - TO BE REMOVED

IRRIGATION SPRINKLER HEAD

SERVICE METER

FIRE HYDRANT

DRAIN CASTING

GENERIC EXISTING UTILITIES

TELEPHONE MANHOLE

PETROLEUM PIPELINE

PETROLEUM PIPELINE - OUT OF SERVICE

PETROLEUM PIPELINE MARKER

PETROLEUM WELL

COMBINED SEWER - TO BE TAKEN OUT OF SERVICE

SEWER - TO BE TAKEN OUT OF SERVICE

WATER MAIN - TO BE TAKEN OUT OF SERVICE

STEAM

STEAM - OUT OF SERVICE

STORM SEWER - TO BE REMOVED

FIBER OPTIC - OVERHEAD

IRRIGATION CONTROL VALVE

GATE VALVE IN WELL

WATER WELL

SERVICE SHUTOFF

GATE VALVE AND BOX

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

UTILITY

IRRIGATION

D Z

CS:

JN:

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

NO SCALE

Michigan Department of Transportation

SECT

DESCRIPTIONAUTHDATENO.

FINAL ROW PLAN REVISIONS SUBMITTAL DATE:

LEGEND.DGN

T-

R&S

COILED WIRE

GROUND

METER

SERVICE DISCONNECT

GUY ANCHOR

FUSE

FUSE SWITCH

CIRCUIT BREAKER

SWITCH

CABLE

OUTLET BOX

OUTLET SINGLE

OUTLET TELEPHONE

POLE UTILITY

CONTROL EMERGENCY PREEMPTION OPTICOM

CONTROLLER CABINET - POLE MOUNTED

TRANSFORMER - POLE MOUNTED

VEHICLE DETECTION CAMERA

POLE STRAIN

SIGNAL HEAD PEDESTRIAN 1-WAY

SIGNAL HEAD PEDESTRIAN 2-WAY

SIGNAL HEAD VEHICLE 1-WAY

SIGNAL HEAD VEHICLE 2-WAY

SIGNAL HEAD VEHICLE 3-WAY

SIGNAL HEAD VEHICLE 4-WAY

SIGNAL HEAD VEHICLE BAGGED

SIGNAL HEAD VEHICLE PROGRAMMABLE

SERVICE METER

WIRELESS VEHICLE DETECTION SENSOR

WIRELESS VEHICLE DETECTION RADIO REPEATER

WIRELESS VEHICLE DETECTION RADIO RECEIVER

PEDESTRIAN PUSHBUTTON

PEDESTRIAN PEDESTAL

CASE SIGN (1-WAY OR 2-WAY)

CASE SIGN (4-WAY)

ANTENNA

TRANSFORMER - PAD MOUNTED

MANHOLE

LIGHT STANDARD DOUBLE ARM

LIGHT STANDARD SINGLE ARM

CABLE OVERHEAD

CABLE OVERHEAD - TO BE REMOVED

CABLE - TO BE REMOVED

TOWER LIGHTING UNIT

GLOBAL POSITIONING SYSTEM MODULE

VEHICLE DETECTION CAMERA - HEMISPHERICAL

DILEMMA ZONE DETECTION

CONTROLLER CABINET - PAD MOUNTED

VEHICLE DETECTION LOOP

VEHICLE DETECTION - RADAR

ILLUMINATED CASE SIGN

SIGNAL HEAD

ITS CABINET

HANDHOLE, ROUND, 3 FOOT DIAMETER

HANDHOLE, TYPE D

SURVEILLANCE SYSTEM

MICROWAVE VEHICLE DETECTION SYSTEM

DYNAMIC MESSAGE SIGN

SPUN CONCRETE POLE

ZONE COVERAGE

MICROWAVE VEHICLE DETECTION SYSTEM

COMMUNICATIONS CABLE IN CONDUIT

HANDHOLE

HANDHOLE, ROUND, COMMUNICATIONS

HANDHOLE, ROUND, ELECTRIC

ITS / SIGNALS

ROAD SIGN W/ FLASHING SIGN OPTICAL (1-WAY)

SERVICE DISCONNECT

TO BE REMOVED

COMMUNICATIONS CABLE IN CONDUIT -

POLE MAST ARM (LENGTH VARIES)

LIGHTING

WIRELESS LINK

ARCHITECTURALELECTRICAL

DEDICATED SHORT RANGE COMMUNICATIONS

CABLING / WIRING DIAGRAM

SWITCH THREE WAY

LIGHT RECESSED FIXTURE

WALL BRACKET FIXTURE

EXIT SIGN WITH EMERGENCY LIGHT

MOTOR

POLE UTILITY - EXISTING

LIGHT STANDARD SINGLE ARM - EXISTING

LIGHT STANDARD DOUBLE ARM - EXISTING

DYNAMIC MESSAGE SIGN - EXISTING

ITS CABINET - EXISTING

SYSTEM - EXISTING

MICROWAVE VEHICLE DETECTION

ZONE COVERAGE - EXISTING

MICROWAVE VEHICLE DETECTION SYSTEM

SURVEILLANCE SYSTEM - EXISTING

WIRELESS LINK - EXISTING

POLE MAST ARM (LENGTH VARIES) - EXISTING

WIRELESS VEHICLE DETECTION SENSOR - EXISTING

SPUN CONCRETE POLE - EXISTING

TOWER LIGHTING UNIT - EXISTING

UNDERBRIDGE - EXISTING

LUMINAIRE WALL MOUNTED

LUMINAIRE WALL MOUNTED UNDERBRIDGE

CONTROL PANEL - EXISTING

CONTROL PANEL

LIGHT STANDARD POST TOP

LIGHT STANDARD POST TOP - EXISTING

TO BE REMOVED & SALVAGED

LIGHT STANDARD EXISTING -

LIGHT POLE - TEMPORARY

CABLE IN CONDUIT

CABLE IN CONDUIT - TO BE REMOVED

CABLE IN CONDUIT - DIRECTIONAL BORE

NOTE:

PROPOSED ITEMS ARE REPRESENTED BY HEAVIER LINE WEIGHTS.

EXISTING ITEMS ARE REPRESENTED BY THIN LINE WEIGHTS.

SIGNAL HEAD PEDESTRIAN - EXISTING

ENVIRONMENTAL SENSOR STATION SITE

SIGNAL HANDHOLE - 4 FOOT SQUARE

SIGNAL HANDHOLE - POLYMER CONCRETE

SIGNAL HANDHOLE - 3 FOOT ROUND

SIGNAL HANDHOLE - 2 FOOT ROUND

SIGNAL HANDHOLE - 2 FOOT SQUARE

SIGNAL HEAD VEHICLE 1-WAY - EXISTING

SIGNAL HEAD VEHICLE 2-WAY - EXISTING

SIGNAL HEAD VEHICLE 3-WAY - EXISTING

SIGNAL HEAD VEHICLE 4-WAY - EXISTING

FIBER OPTIC SPLICE CABINET

DATE: 11/2/2021 CS: 77091 NOTE SHEET DRAWING SHEET

NO. DATE AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION DESIGN UNIT: SCHLAGER JN:

NOTE

001 FILE: Note.doc TSC: HURON

GENERAL NOTES

UTILITIES

MISS DIG/UNDERGROUND UTILITY NOTIFICATION

Contact MISS DIG System, Inc. for the protection of underground utilities and in conformance with MCL 460.721 et seq, by phone at 811 or 800- 482-7171 or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 working days prior to excavating, excluding weekends and holidays.

STATIONING

Stationing on this project was taken from old plans and is not necessarily accurate.

EARTHWORK

Earthwork quantities are computed by the average end area method based upon ground survey information.

SOIL EROSION MEASURES

Place appropriate soil erosion and sedimentation control measures prior to earth-disturbing activities. Place turf establishment items as soon as possible on potential erodible slopes as directed by the Engineer. Protect critical ditch grades with either sod or seed/mulch or mulch blanket as directed by the Engineer.

BASES

AGGREGATE BASE

Use aggregate 21AA, for aggregate bases unless otherwise specified.

GUARDRAIL

GUARDRAIL CONNECTIONS TO EXISTING GUARDRAIL

Field drill connections of proposed guardrail to existing guardrail. Payment for this work is included in the pay item of the proposed guardrail.

ENVIRONMENTAL

PROTECTED TURTLES

Historical records for protected turtles exist within or near this project.

These turtle species warrant special consideration as they are rare in Michigan. In the event turtles are observed within the construction zone, move the turtle(s) into adjacent vegetative cover, away from physical work activities. If possible, take a photo and immediately contact the Engineer.

CS:

JN:

TSC:

DATE:

HURON TSC

Michigan Department of Transportation

10/21/21

TYP

M-136

TRIBUTARY TO BRANDYMOORE DRAIN

M-136

TYPICAL CROSS SECTION

M-136_Culv_Typical

5EML

MATCH EX MATCH EXMATCH EX

MATCH EX

AGGREGATE BASE, 6 INCH

SUBBASE, CIP

EMBANKMENT

GUARDRAIL, TYPE B (TYP)

CULV, CL A, CSP, 60 INCH

607.52

PR DOWNSTREAM INVERT

608.16

PR UPSTREAM INVERT

8' PAVED SHLD11' LANE11' LANE8' PAVED SHLD

SLOPE RESTORATION, NON-FREEWAY, TYPE D (TYP)

M-136

PR MP: 5.440 TO 5.452

PR 0964703

CS MP: 3.153 TO 3.165

CS 77091

TYPICAL CROSS SECTION TO APPLY: POB TO POE

*FOR INFORMATION ONLY

ITEM

REMARKS

64-28

TOP COURSE AWI = 260

LEVELING COURSE

BASE COURSE

HMA APPLICATION ESTIMATE

0.05-0.15 GAL* BOND COAT

IDENT NO. PERFORMANCE GRADE

HMA, 5EML

5EML

RATE LBS PER SYD

SHLD, CL II, MODIFIED

TSC:

DATE:

M136

MDEGLE

08/16/19

0 2

VERT. (FT)

HORZ. (FT)

SCHLAGER

PROPOSED CULVERT ELEVATION VIEW

M-136 OVER TRIBUTARY TO BRANDYMORE DRAIN

DATE NO. DATENO.

FILE:E_M136_MDEGLE.dgn

OVER BRANDYMORE DRAIN

Í500' WEST AT M-136

ROAD LOW POINT 616'

608.91

EX UPSTREAM INVERT

608.29

EX DOWNSTREAM INVERT

619.42

ROAD GRADE OVER CULVERT É

608.16

PR UPSTREAM INVERT

607.52

PR DOWNSTREAM INVERT

08/15/19

AT TIME OF SURVEY

NO SURFACE WATER

TSC:

DATE:

08/19/19

0 50

HORZ. (FT)

SCHLAGER

M-136 OVER TRIBUTARY TO BRANDYMORE DRAIN

REMOVAL AND CONSTRUCTION SHEET

SECT

DATE NO. DATENO.

FILE:E_M136_MDEGLE_Plan.dgn

TO BRANDYMORE DRAIN

UNNAMED TRIBUTARY

TO BRANDYMORE DRAIN

UNNAMED TRIBUTARY

TO BRANDYMORE DRAIN

UNNAMED TRIBUTARY

TO BRANDYMORE DRAIN

UNNAMED TRIBUTARY

HMA

HMAHMA

HMA

H M

BRUSHBRUSH

BRUSH

BRUSH BRUSH

EX GUARDRAIL

EX 36" CONCRETE CULVERTR

HEADWALL

EX CONCRETE

HEADWALL

EX CONCRETE

20'

GUARDRAIL

60" CORRUGATED METAL CULVERT

20'

HMA Surface, Rem

Non Haz Contaminated Material Handling and Disposal, LM

Masonry and Conc Structure, Rem

Guardrail, Rem

Culv, Rem, 24 inch to 48 inch

Item

Syd

Cyd

Unit

Qty

Slope Restoration, Non-Freeway, Type D

Guardrail, Type B

HMA, 5EL

Culv, Cl A, CSP, 60 inch

Aggregate Base, 6 inch

Subbase, CIP

Embankment, CIP

Item

Qty

Syd

Ton

Syd

Cyd

Unit

APPROXIMATE LIMITS OF NON HAZ CONTAMINATED MATERIAL HANDLING AND DISPOSAL, LM

PROPOSED INVERT ELEVATIONS AND A 10' X 10' AREA 6" DEEP AT EACH OUTLET.

BASED ON AN ASSUMED 10' WIDE BY 80' LONG TRENCH FROM THE OHWM TO 6" BELOW THE

QUANTITY FOR NON HAZ CONTAMINATED MATERIAL HANDLING AND DISPOSAL, LM

TSC:

DATE:

MTDETR

11/2/21

SCHLAGER

HURON

M-136 OVER TRIBUTARY TO BRANDYMOORE DRAIN

DETOUR SHEET

MAINTAINING TRAFFIC

NO SCALE

FILE:DETOURSHEET.DGN

KRAFFT RD

CARRIGAN RD.

S T

KEEWAHDIN RD.

P A

R K

WALKER RD.

N O

R E

N. R

IVER R

C L

F O

A T

W A R

B R

DOE CR.

BLA

DETOUR

AHEAD

W20-2

W20-3

CLOSED

AHEAD

ROAD

M4-8 DETOUR (24"x 12")

DETOUR

AHEAD

W20-2

W20-3

CLOSED

AHEAD

ROAD

M4-8 DETOUR (24"x 12")

END

DETOUR

M4-8 DETOUR (24"x 12")

END

DETOUR

R11-2

CLOSED

ROAD

ROAD CLOSED

THRU TRAFFIC

R11-4

M4-10L

DETOUR

M4-10R

DETOUR

ROAD CLOSED

THRU TRAFFIC

R11-4

AND M-4-10L ON THE WB SHOULDER

PLACE TYPE III BARRICADE, R11-4

AND M-4-10R ON THE EB SHOULDER

PLACE TYPE III BARRICADE, R11-4

ROAD CLOSED

THRU TRAFFIC

R11-4

AND R11-4

PLACE TYPE III BARRICADE

EDGE OF PAVEMENT

EDGE OF PAVEMENT TO

ROAD FROM

TO COMPLETELY CLOSE

TYPE III BARRICADES

SUPPLY ENOUGH

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M1-6 (22.5" X 18") (22.5" x 12")

M3-4

WEST

M1-6

M6-1bL

(24" X 12")

(22.5" x 12")

(21" x 15") M5-1aL

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M6-3

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M6-1cR

(21" x 15")

M6-3

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M5-1cR

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M5-1cR

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M6-1cR

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M6-3

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(24" X 18")

M4-8a

M1-6 (22.5" X 18") (22.5" x 12")

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M6-3

M1-6 (22.5" x 12")

(21" x 15")

M6-3

M1-6 (22.5" x 12")

(21" x 15")

M5-1aL

M3-2

ASTE

(24" X 12") M3-2

ASTE

(24" X 12") M3-2

ASTE

M1-6

M6-1bL

(22.5" x 12")

(21" x 15")

(24" X 12") M3-2

ASTE

M3-4

WEST

M1-6

(24" X 12")

(22.5" x 12")

(21" x 15")

M6-3

M1-6 (22.5" x 12")

(21" x 15")

M6-3

(24" X 12") M3-2

ASTE

M1-6 (22.5" x 12")

(21" x 15")

M5-1aL

(24" X 12") M3-2

ASTE

M1-6

M6-1bL

(22.5" x 12")

(21" x 15")

(24" X 12") M3-2

ASTE

M1-6 (22.5" x 12")

(21" x 15")

M6-3

(24" X 12") M3-2

ASTE

M1-6 (22.5" x 12")

(24" X 18")

M4-8a

(24" X 12") M3-2

ASTE

CONTRACT DRAWINGS COVER

C-1 SITE PLAN

C-2 SESC PLAN DETAILS

C-3 RESTORATION DETAILS

C-4 SESC NOTES

MDOT M-136, SHEET 1

MDOT M-136, SHEET 2

MDOT M-136, SHEET 3

MDOT M-136, SHEET 4

MDOT M-136, SHEET 5

MDOT M-136, SHEET 6

MDOT M-136, SHEET 7

MDOT M-136, SHEET 7A

MDOT M-136, SHEET 8

MDOT M-136, SHEET 9

File details come from the government source that posted it. Updated Apr 3, 2024.