Attachment 1 - M-18 M-61 Package.pdf

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DRAWING SHEET

26011/26022

26-26001

TSC: DATE:DESIGN UNIT: 3/12/26 ATKINSON MOUNT PLEASANT

FILE:M-61_M-18_Gladwin_Title.dgn

NO SCALE

Michigan Department of Transportation

1SECT

CS:

MICHIGAN DEPARTMENT OF TRANSPORTATION

GLADWIN COUNTY

GROUT TOWNSHIP

CITY OF GLADWIN

ROUTE: M-18/M-61

COUNTY KEY

COUNTY

GLADWIN

HMA Cold Milling and Resurfacing

CONTRACT FOR:

1.25 MILES:

.25GEOGRAPHIC FRAMEWORK VERSION #

CONSTRUCTION. PHYSICAL ROAD NUMBER (PR#) & MILEPOST (MP) DATA ARE FROM MICHIGAN

MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR

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

BRADLEY C. WIEFERICH, P.E. - DIRECTOR

26022

26011

26-26001

26-26001

JOB NO. CONTROL SEC SECTION FED AID PROJ

NO

NO

POB STA 736+30

JN 26-26001

PR MP 5.863

PR 1120210

CS MP 12.657

CS 26011

POE STA 802+35

JN 26-26001

PR MP 7.114

PR 1120210

CS MP 1.051

CS 26022

N

CS MP 12.857

CS 26011 ENDS

CS MP 0.000

CS 26022 BEGINS

LOG OF PROJECT

M-18/M-61

CS 26011/26022

JN 26-26001

PROGRESS SCHEDULE

Work may begin immediately after receiving approval from MDOT. Work must begin no earlier than May 27th, 2026, and be completed by September 3rd, 2026. Work must be completed within 12 consecutive workdays, weather dependent, except for the structure adjust, modified. The Contractor will have an additional 5 days to complete the structure adjust, modified. The 17 workdays do not include Saturday and Sunday. Notice must be provided to Jason Potts at 989-737-0211 seven (7) calendar days prior to the beginning of any work.

JOB LOCATION

This project takes place on M-18/M-61 beginning at pavement joint approximately 50 feet west of Bowery Ave and continuing easterly approximately 1.25 miles to approximately 90 feet east of the Gladwin City limit in the city of Gladwin, Gladwin County.

CS/PR Information

CS 26011 MP 12.657 (POB) to MP 12.860 CS 26022 MP 0.000 to MP 1.051 (POE) PR 1120210 MP 5.863 (POB) to MP 7.114 (POE) Location Length = 1.25 miles

DESCRIPTION OF WORK

The preventative maintenance work shall consist of 1.5” cold milling with a 1.5” HMA overlay from the POB to the POE. For this project HMA 5EML, High Stress will be placed from Bowery Ave (POB) to 100 feet east of State St. and HMA, 5EML will be placed from 100 feet east of State St. to the Gladwin City limits (POE). Parking areas from Bowery to State St. will not be milled or overlayed on this project. The limits of cold milling and HMA resurfacing are shown in the typical sections. Once the paving operation is completed, the proposed pavement markings will be marked to match the current lane configuration.

Drainage structures and monument boxes within the resurfacing limits shall be plated or coated with a bond breaking agent prior to the placement of HMA, 5EML, High Stress and HMA, 5EML, then adjusted to final grade after the completion of the proposed HMA overlay.

Traffic will be maintained as described in the Maintaining Traffic section contained in this proposal.

COORDINATING WITH OTHER NEARBY MDOT WORK

The Contractor shall coordinate his operations with contractors performing work on other projects within or adjacent to the Construction Influence Area (CIA) as described below.

Contract ID: 37000-224557 CPM Asphalt Crack Treatment in 2026 in Clare, Isabella, Gratiot, Midland, and Gladwin Counties Anticipated Letting Date: 09/10/2025

Contract ID: 37021-207154 Non-freeway signing replacement on M-20 in Isabella County and M-18 in Midland & Gladwin Counties Anticipated Letting Date: 9/04/2026

M-18/M-61

CS 26011/26022

JN 26-26001

ESTIMATED QUANTITIES

The quantities included in the summations below are approximate and for reference only.

Contractor will be responsible for verifying quantities before bidding by site inspection and plan review. If any major discrepancies are noted, contractor must contact Jason Potts at (989) 737-0211.

This project is a Maintenance funded project, which means that there will be absolutely no overpayment or extras. All material, labor, and mobilization shall be included in the bid.

MDOT will have the low bid reviewed and approved for funding. MDOT reserves the right to reject any bid that appears to be unqualified. Before award, MDOT may request a site and plan review meeting with the low bid contractor.

REVELAVENT MILE POINTS (FOR REFERENCE ONLY)

Intersection PR MP

Bowery Ave (POB) 5.863 Arcade St. 5.938 Antler St. 5.999

Silverleaf St. (M-18) 6.063 Townsend St. 6.179

State St. 6.306 Industrial Dr. 6.487 Buckeye St. 6.566

James Robertson Dr. 6.879 Gladwin City Limit (POE) 7.114

Items of Work:

Mobilization, Max 1 LSUM Cold Milling HMA Surface 38030 Syd HMA, 5EML, High Stress 1206 Ton HMA, 5EML 1932 Ton *Dr Structure Cover, Adj, Case 1, Modified 22 Ea Monument Box Adj 5 Ea Water Shutoff, Adj, Case 8 Ea

Maintaining Traffic Items:

Channelizing Device, 42 inch, Fluorescent, Furn 150 Ea Channelizing Device, 42 inch, Fluorescent, Oper 150 Ea Connected Arrow Board, Type C, Furn 2 Ea Connected Arrow Board, Type C, Oper 2 Ea Minor Traf Devices 1 LSUM Sign Cover 10 Ea Sign, Type B, Temp, Prismatic, Furn 262 Sft Sign, Type B, Temp, Prismatic, Oper 262 Sft Sign, Portable Changeable Message, NTCIP-Complian, Furn 2 Ea Sign, Portable Changeable Message, NTCIP-Complian ,Oper 2 Ea Traf Regulator Control 1 LSUM

M-18/M-61

CS 26011/26022

JN 26-26001

Permanent Pavement Markings:

Pavt Mrkg, Polyurea, 6 inch, Crosswalk 545 Ft Pavt Mrkg, Polyurea, 12 inch, Crosswalk 704 Ft Pavt Mrkg, Ovly Cold Plastic, 24 inch, Stop Bar 151 Ft Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arrow Sym 14 Ea Pavt Mrkg, Wet Reflective Polyurea, 6 inch, Yellow 13,126 Ft Pavt Mrkg, Wet Reflective Polyurea, 6 inch, White 11,389 Ft Witness, Log, $1,250.00 1,250 Dlr Recessing Pavt Mrkg, Longit 24,515 Ft

*The necessary work around these structures is described in the special provision for “Dr Structure Cover, Adj, Case 1, Modified”.

MAINTAINING TRAFFIC

Construction Influence Area (CIA) The CIA includes the right-of-way of the following roadways, within the approximate limits described below:

1. On M-18/M-61 from approximately 1 mile west of Bowery Ave to 1 mile east of Gladwin eastern City Limits.

2. In addition, the CIA includes the right-of-way of any designated detour route or alternate route, intersecting roads and ramps adjacent to the work zone for a distance of approximately 0.25 mile in advance of the work zone or as far as the construction or detour signing extends.

Traffic Restrictions

Traffic shall be maintained according to Sections 104.07, 104.11, and 812 of the 2020 Standard Specifications for Construction, including any Supplemental Specifications, and as specified herein.

Maintaining traffic will be accomplished with shoulder and lane closures utilizing the following maintaining traffic typicals:

100-GEN-KEY

101-GEN-SPACING-CHARTS

102-GEN-NOTES

103-GEN-SIGN

104-GEN-AB

106-GEN-SPEED-NFW

107-GEN-SPEED

110-TR-NFW-2L

112-TR-CLT

123-NFW-1LC-(R)

134-CLT-2(L)LC-(IN)

*WZD-100-A

*WZD-125-E

* indicates Special Detail

Sign covers shall be placed over any regulatory, warning, or construction signs that are not applicable

M-18/M-61

CS 26011/26022

JN 26-26001

during construction.

Do not work, deliver material, or close lanes during the holiday periods as defined in Table 1. Cover or remove “45 where workers present” signing during the holiday periods as defined in Table 1.

Table 1: 2026 Holiday Periods

Holiday Start Date and Time End Date and Time

Memorial Day 3:00 P.M., Thursday, May 21st 6:00 AM, Tuesday, May 26th

Independence Day 3:00 PM, Wednesday, July 1st 6:00 AM, Monday, July 6th

Labor Day 3:00 PM, Thursday, September 3rd 6:00 AM, Tuesday, September 8th

Perform work and lane closures within the allowable time frames as shown in Table 2, unless otherwise approved by the Engineer. Traffic switch operations on freeways may take place within the allowable times listed below in the traffic restriction tables and/or as otherwise approved by the Engineer. Additional lane, ramp, and/or roadway closures and shifts may be implemented during maintaining traffic stage and traffic switch operations with prior Engineer approval.

Perform traffic switch operations within the allowable “traffic restriction tables” as shown below.

A. A traffic switch is defined as a change in the existing (original or staged) traffic configuration which requires multiple (more than one) lane lines and/or edge lines to be relocated in a new location and the old lines to be removed either between construction stages, or maintenance of traffic stages.

B. Table 2: M-61 Traffic Restrictions Memorial Day to Labor Day

Closure Type Start Time

End Time

M Tu W Th F Sa Su

Shoulder Closures 00:00 23:59 ∞ ∞ ∞ ∞ ∞ ∞ ∞

Lane Closures

00:00 05:59 0 1 1 1 1 0 0

06:00 14:59 1 1 1 1 1 0 0

15:00 19:59 1 1 1 1 0 0 0

20:00 23:59 1 1 1 1 0 0 0

∞ = Closure is allowed, and the frequency is not limited during the project timeframe # = The number of times closures can take place during the project timeframe.

The Contractor shall maintain a minimum of one lane of traffic in each direction at all times on M-61.

(And all intersecting roads and ramps.) Additionally, maintain a minimum of one lane of traffic in each direction at all times on all signalized side roads. Additional traffic regulators shall be used at unsignalized intersections and driveways, as directed by the Engineer. Payment for these items shall be included in the lump sum price for the project.

There is to be no more than 1 closure allowed at any one time.

M-18/M-61

CS 26011/26022

JN 26-26001

A. The maximum closure length is 0.5 miles from the POB to POE unless otherwise approved by the Engineer.

When a lane is closed, place channelizing devices at cross streets and major drives to form a radius that clearly defines the approaches to the through and turning traffic.

A speed reduction will be used for the section of M-61 where the posted speed limit is 45 miles per hour (mph). Set the work zone speed limit to 35 miles per hour (mph) for this section.

All lanes shall be flush with each other at the end of each workday with no vertical edges along EOM.

Nighttime work will not be allowed on this project.

Traffic will not be allowed on any cold milled surface other than for crossing. Maintenance of the cold milled surface is the responsibility of the Contractor, and any costs associated with such maintenance shall be included in the lump sum price for the project.

No weekend work unless approved by the Engineer. Weekend work is defined as 3:00 pm on Friday through Sunday. All lanes and shoulders shall be open to traffic unless work is in progress which prohibits opening of lanes due to safety or other reasons approved by the Engineer.

The storage restrictions in section 812.03.G.5 of the 2020 Standard Specifications for Construction will be strictly adhered to. The Contractor shall not park any vehicle or store any material on public recreational property.

Daily maintenance of traffic control items will not be paid for separately but will be included in the lump sum price for the project.

GENERAL NOTES

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.

PRESERVATION OF BOUNDARY MONUMENTS

Preserve all corners within the project limits, whether shown or not. Adjust monument boxes as required.

STATIONING

Stationing on this project was taken from old plans & right of way maps and is not necessarily accurate.

M-18/M-61

CS 26011/26022

JN 26-26001

OLD ROAD PLANS

The following old road plans were referred to in the design of this project.

JN 118937

JN 207382

NOTES APPLYING TO STANDARD PLANS

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

Monument Boxes R-11-E Superelevation and Pavement Crowns R-107-H

Utility Contact Information (Control Sections: 26011 & 26022)

ACD Telecom, Inc.

1800 N. Grand River Ave Lansing, Michigan 48906 Ph: 517-999-3263(W) Attn: Colin Sunden

Cable

AT&T

205 E. Harris St.

Cadillac, MI 49601 Ph: 231-779-8451(W) Attn: Jeff Shuster

Telecom

Charter Communications 345 South State Street Oscoda, Michigan 48750 Ph: 989-739-1483x13508(W) Attn: Edward (Ted) Matthews

Cable

City of Gladwin 1000 West Cedar Avenue Gladwin, Michigan 48624-1865 Ph: 989-426-9231x14(W) Attn: Chris Shannon

Other

Consumers Energy 1945 West Parnall Road, P12-208A Jackson, Michigan 49201 Ph: 517-788-0817(W) Attn: Pete Mulhearn

Electric

M-18/M-61

CS 26011/26022

JN 26-26001

1325 Wright Avenue Alma, Michigan 48802 Ph: 517-285-4629(W) Attn: Erica Baumann

Electric

2400 Weiss Street Saginaw, Michigan 48602 Ph: 989-751-1284(W) Attn: Kyle Skrabut

Gas

1945 West Parnall Road, P23-228 Jackson, Michigan 49201 Ph: 517-788-0998(W) Attn: Timothy Coppernoll

Gas

Everstream 300 S. Washington Square, Suite 140 Lansing, Michigan 48933 Ph: 616-608-8945 (W) Attn: Brian Kunter

Gladwin County Drain Commissioner 555 West Cedar Ave - County Annex Gladwin, Michigan 48624 Ph: 989-426-7561(W) Attn: Terry Walters

County Drain

Merit Networks 1000 Oakbrooke Dr., Suite 200 Ann Arbor, Michigan 48104 Ph: 734-527-5777(W) Attn: Nick Andrus

Peninsula Fiber Network 204 State St Baraga, MI 49908 Ph: 906-353-6644 (W) Attn: Jon French

TSC:

DATE:

DESIGN UNIT:

03/12/26

ATKINSON

MOUNT PLEASANT

M-18/M-61 TYPICAL CROSS SECTION

FILE:M-61_M-18_Gladwin_Typical.dgn

SECT 1

EX 10' CENTEREX 8.50' PARKING EX 11' TRAVEL LANE EX 11' TRAVEL LANE EX 8.50' PARKINGEX 11' TRAVEL LANEEX 11' TRAVEL LANE

LEFT TURN LANE

EX 9'' CONC PAVT

EX 3'' HMA

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

EX CP

NON-LEGAL ALI

M-61/M-18

LIMITS OF 1.5'' UNIFORM HMA COLD MILLING

EX 9'' CONC PAVT

EX 3'' HMA

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

EX CP

EX CURB & GUTTER (TYP)

EX 18' TRAVEL LANE EX 11' TRAVEL LANE EX 19' TRAVEL LANEEX 11' TRAVEL LANEEX 11' CENTER

EX CURB & GUTTER (TYP)

LEFT TURN LANE

LIMITS OF 1.5'' UNIFORM HMA COLD MILLING

NON-LEGAL ALI

M-61

EXISTING NORMAL SECTION

STA 736+30 (POB) TO STA 759+77

SECTION APPLIES TO:

EXISTING NORMAL SECTION

STA 759+77 TO STA 762+77

SECTION APPLIES TO:

VAR%

VAR%VAR% VAR% VAR%

VAR%

VAR% VAR% VAR% VAR% VAR% VAR%

EX 9'' CONC PAVT

EX 3'' HMA

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

EX CP

EX 18' TRAVEL LANE EX 11' TRAVEL LANE EX 11' CENTER

EX CURB & GUTTER (TYP)

LEFT TURN LANE

LIMITS OF 1.5'' UNIFORM HMA COLD MILLING

NON-LEGAL ALI

M-61

EXISTING NORMAL SECTION

STA 762+77 TO STA 769+92

SECTION APPLIES TO:

EX TRAVEL LANE VAR (26'-30')

EX 9'' CONC PAVT

EX 3'' HMA

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

EX CP

EX TRAVEL LANE VAR (0'-18') EX 11' TRAVEL LANE EX CENTER LEFT TURN

LANE VAR (0'-12')

LIMITS OF 1.5'' UNIFORM HMA COLD MILLING

NON-LEGAL ALI

M-61

EXISTING NORMAL SECTION

STA 769+92 TO STA 776+06

SECTION APPLIES TO:

EX TRAVEL LANE VAR (12'-30')

EX SIDEWALK (TYP)

CS:

JN:

TSC:

DATE:

FILE:M-61_M-18_Gladwin_Typical.dgn

VAR% VAR% VAR%

VAR% VAR% VAR% VAR% VAR%

VAR% VAR%

TSC:

DATE:

FILE:M-61_M-18_Gladwin_Typical.dgn

3'EX 12' TRAVEL LANEEX 12' TRAVEL LANE3'1' AGG SHLD 1' AGG SHLD

EX 12' CENTEREX 12' TRAVEL LANE 3'EX 12' TRAVEL LANE3'1' AGG SHLD 1' AGG SHLD

HMA HMA

HMAHMA LEFT TURN LANE

EX CP

EX CP

EX 5'' HMA

EX 5'' HMA

MATERIAL 3.5'' & VAR

EX CRUSH & SHAPE

EX 10'' AGG BASE EX SUBBASE

EX AGG

EX AGG

MATERIAL 3.5'' & VAR

EX CRUSH & SHAPE

EX 10'' AGG BASE

EX SUBBASE

EX GROUND (TYP)

EX GROUND (TYP)

VAR% VAR%

VAR% VAR%VAR% VAR%

VAR%VAR%

EX G

ROUND (

TYP)

EX G

ROUND (

TYP)

LIMITS OF 1.5'' UNIFORM HMA COLD MILLING

LIMITS OF 1.5'' UNIFORM HMA COLD MILLING

EXISTING NORMAL SECTION

STA 800+00 TO STA 802+35 (POE)

STA 776+06 TO STA 785+90

SECTION APPLIES TO:

EXISTING NORMAL SECTION

STA 785+90 TO STA 800+00

SECTION APPLIES TO:

NON-LEGAL ALI

M-61

NON-LEGAL ALI

M-61

10' CENTER LEFT

TURN LANE

EX 9'' CONC PAVT

EX 3'' HMA

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

NON-LEGAL ALI

M-61/M-18

1.5'' HMA RESURFACING

EX 9'' CONC PAVT

EX 3'' HMA

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

EX CURB & GUTTER (TYP)

18' TRAVEL LANE 11' TRAVEL LANE 19' TRAVEL LANE11' TRAVEL LANE11' CENTER LEFT

EX CURB & GUTTER (TYP)

TURN LANE

1.5'' HMA RESURFACING

NON-LEGAL ALI

M-61

PROPOSED NORMAL SECTION

STA 736+30 (POB) TO STA 759+77

SECTION APPLIES TO:

PROPOSED NORMAL SECTION

STA 759+77 TO STA 761+08

SECTION APPLIES TO:

EX

MATCH EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

11' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE11' TRAVEL LANE 8.50' PARKING8.50' PARKING

POINT

CROWN

POINT

CROWN

5EMLHS

CS:

JN:

TSC:

DATE:

FILE:M-61_M-18_Gladwin_Typical.dgn

ITEM REMARKS

HMA APPLICATION ESTIMATE

IDENT NO. PERFORMANCE GRADERATE LBS PER SYD

165 70-28P TOP COURSE, AWI = 260HMA, 5EML, HIGH STRESS5EMLHS

165 64-28 TOP COURSE, AWI = 260HMA, 5EML5EML

0.05-0.15 GAL*BOND COAT

5EMLHS

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

18' TRAVEL LANE 11' TRAVEL LANE 11' CENTER LEFT

EX CURB & GUTTER (TYP)

TURN LANE

1.5'' HMA RESURFACING

NON-LEGAL ALI

M-61

PROPOSED NORMAL SECTION

STA 762+77 TO STA 769+92

SECTION APPLIES TO:

TRAVEL LANE VAR (26'-30')

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

POINT

CROWN 5EML

CS:

JN:

TSC:

DATE:

FILE:M-61_M-18_Gladwin_Typical.dgn

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

18' TRAVEL LANE 11' TRAVEL LANE 19' TRAVEL LANE11' TRAVEL LANE11' CENTER LEFT

EX CURB & GUTTER (TYP)

TURN LANE

1.5'' HMA RESURFACING

NON-LEGAL ALI

M-61

PROPOSED NORMAL SECTION

STA 761+08 TO STA 762+77

SECTION APPLIES TO:

EX

MATCH EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

POINT

CROWN 5EML

EX 9'' HMAEX 9'' HMA

EX 4'' AGG BASEEX 4'' AGG BASEEX 12'' SUBBASE EX 12'' SUBBASE

TRAVEL LANE VAR (0'-18') 11' TRAVEL LANE CENTER LEFT TURN

LANE VAR (0'-12')

1.5'' HMA RESURFACING

NON-LEGAL ALI

M-61

PROPOSED NORMAL SECTION

STA 769+92 TO STA 776+06

SECTION APPLIES TO:

TRAVEL LANE VAR (12'-30')

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX SIDEWALK (TYP)

POINT

CROWN

3'12' TRAVEL LANE12' TRAVEL LANE3'1' AGG SHLD 1' AGG SHLD

HMA HMA

EX 5'' HMA

MATERIAL 3.5'' & VAR

EX CRUSH & SHAPE

EX 10'' AGG BASE EX SUBBASE

EX AGG

EX GROUND (TYP)

EX

MATCH

EX

MATCH

EX G

ROUND (

TYP)

1.5'' HMA RESURFACING

PROPOSED NORMAL SECTION

STA 800+00 TO STA 802+35 (POE)

STA 776+06 TO STA 785+90

SECTION APPLIES TO:

NON-LEGAL ALI

M-61

5EML

POINT

CROWN 5EML

CS:

JN:

TSC:

DATE:

FILE:M-61_M-18_Gladwin_Typical.dgn

12' CENTER LEFT12' TRAVEL LANE 3'12' TRAVEL LANE3'1' AGG SHLD 1' AGG SHLD

HMAHMA TURN LANE

EX 5'' HMA

EX AGG

MATERIAL 3.5'' & VAR

EX CRUSH & SHAPE

EX 10'' AGG BASE

EX SUBBASE

EX GROUND (TYP)

EX

MATCH

EX

MATCH

EX

MATCH

EX

MATCH

EX G

ROUND (

TYP)

1.5'' HMA RESURFACING

PROPOSED NORMAL SECTION

STA 785+90 TO STA 800+00

SECTION APPLIES TO:

NON-LEGAL ALI

M-61

5EML

POINT

CROWN

CS:

JN:

TSC:

DATE:

FILE:M-61_M-18_Gladwin_Typical.dgn

NOT TO SCALE

FILE:

Michigan Department of Transportation

MAY 2021

A DOUBLE LANE SHIFT

ON A 7-LANE UNDIVIDED ROADWAY

1 BOUND AND CLTL CLOSURE WITH DATE:

SHEET:

NO:

100-GEN-KEY.dgn 3(1R+2L)LC-2(L)SHIFT

152-CLT(7)-

MAINTAINING TRAFFIC TYPICAL

FILE:

Michigan Department of Transportation

DECEMBER 2021

TYPICAL NUMBERING KEY

DATE:

100-GEN-KEY.dgn

MAINTAINING TRAFFIC TYPICAL

100-GEN-KEY

NO:

TYPICAL NUMBER KEY

CODES

ZIP = ZIPPER MERGE

TS = TEMPORARY SIGNAL

TR = TRAFFIC REGULATOR

STA = STOPPED TRAFFIC ADVISORY

SPEED = SPEED

SP = SPECIAL

SIGN = SIGN

SHL = SHOULDER CLOSURE

SD = SHORT DURATION

RUM = RUMBLE STRIP

ROLL = ROLLING ROADBLOCK

(R) = RIGHT

PCMS = PORTABLE CHANGEABLE MESSAGE SIGN

PARK = PARKING LANE

NFW = NON-FREEWAY

MID = MIDDLE OF INTERSECTION OR ROAD

OUT = OUTSIDE OF SHOULDER

O = OUTSIDE (LANE CLOSURE)

LO = LANE OPEN

LD = LONG DURATION

LC = LANE CLOSURE

(L) = LEFT

L = LANE

INT = INTERSECTION

IN = INSIDE

GORE = FREEWAY GORE AREA

GEN = GENERAL INFORMATION

FW = FREEWAY

ExR = EXIT RAMP

EnR = ENTRANCE RAMP

EM = EARLY MERGE

CruSha = CRUSH AND SHAPE

CROSS = CROSSOVER

CLT = CENTER LEFT TURN LANE

C = CLOSURE

AW = ADVANCE WARNING

AB = ARROW BOARD

2(L)SHIFT = 2 LANES SHIFTED TO THE LEFT.

3(1R+2L)LC = 3 LANES CLOSED, (1 RIGHT LANE AND 2 LEFT LANES).

CTL(7) = CENTER LEFT TURN LANE, 7 LANES TOTAL.

152 - TYPICAL NUMBER

CODE: 152-CTL(7)-3(1R+2L)LC-2(L)SHIFT

EXAMPLE TYPICAL

5000 - SURVEY

4000 - MAINTENANCE

360 - ROLLING ROADBLOCK

350 - GORE LOCATIONS

340 - MERGE SYSTEMS

320 - CRUSH AND SHAPE

310 - CROSSOVER CLOSURE

300 - ADVANCE WARNINGS

230 - FREEWAY EXIT RAMPS

220 - FREEWAY ENTRANCE RAMPS

210 - FREEWAY LANE SHIFTS

200 - FREEWAY CLOSURES

160 - SIGNAL WORK

150 - CLT 7 LANE SECTIONS

140 - PARKING LANES

130 - CENTER LEFT TURN (CLT) LANES

120 - NON-FREEWAY

110 - TRAFFIC REGULATORS

100 - GENERAL NOTES

Michigan Department of Transportation

MAY 2021

"B", "D" AND "L" TABLES

CHANNELIZING DEVICE SPACING,

SIGN BORDER KEY, AND ROLL-AHEAD SPACING

101-GEN-SPACING-CHARTS.dgn

SPACING-CHARTS

101-GEN-

NO:

DISTANCE BETWEEN TRAFFIC SIGNS, "D"

POSTED SPEED LIMIT, MPH (PRIOR TO WORK AREA)

D (FEET)

DISTANCES

"D"

B (FEET)

GUIDELINES FOR LENGTH OF LONGITUDINAL BUFFER SPACE, "B"

LENGTHS

"B"

30 35 40 45 50 55 60 65 70

25 30 35 40 45 50 55 60 65 70

250 300 350 400 450 500 550 600 650 700

SPEED, MPH (PRIOR TO WORK AREA)

132 181 230 279 329 411 476 542 625

OPERATING SPEED.

* POSTED SPEED, OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED

POSTED SPEED LIMIT, MPH (PRIOR TO WORK AREA)

25 30 35 40 45 50 55 60 65 70

1 11

2 100 110 120 130 140

3 135 150 165 180 195 210

4 107 180 200 220 240 260 280

5 103 134 225 250 300 325 350

6 123 160 270 300 330 360 390 420

7 143 187 315 350 385 420 455 490

8 164 214 360 400 440 480 520 560

(FEET)

OFFSET

MINIMUM MERGING TAPER LENGTH, "L" (FEET)

9 184 240 405 450 495 540 585 630

10 205 267 450 500 550 600 650 700

11 225 294 495 550 605 660 715 770

12 180 245 320 540 600 660 720 780 840

13 266 347 585 650 715 780 845 910

14 286 374 630 700 770 840 910 980

15 307 400 675 750 825 900 975 1050

15 21 27 45 50 55 60 65 70 75

90544130

32 45 62 80

42 60 82

53 75 275

63 90

33 83

Michigan Department of Transportation

MAY 2021

"B", "D" AND "L" TABLES

CHANNELIZING DEVICE SPACING

SIGN BORDER KEY AND ROLL-AHEAD SPACING

SPACING-CHARTS

101-GEN-

NO:

SHOWN IN THE ABOVE TABLES ARE AS FOLLOWS:

MERGING TAPER IN DERIVING THE "L" VALUES

THE FORMULAS FOR THE MINIMUM LENGTH OF A

60 THE WORK AREA IS 40 MPH OR LESS

WHERE POSTED SPEED PRIOR TO "L" = W X S

THE WORK AREA IS 45 MPH OR GREATER

WHERE POSTED SPEED PRIOR TO "L" = W X S

W = WIDTH OF OFFSET

S = POSTED SPEED LIMIT IN MPH PRIOR TO WORK AREA

L = MINIMUM LENGTH OF MERGING TAPER

UPSTREAM TAPERS

DOWNSTREAM TAPERS

TAPER LENGTHTYPES OF TAPERS

100' - MAXIMUM2 TO 1 LANE ROAD TAPER

1/3 L - MINIMUMSHOULDER TAPER

1/2 L - MINIMUMSHIFTING TAPER

L - MINIMUMMERGING TAPER

MAXIMUM SPACING FOR CHANNELIZING DEVICES

SPEED LIMIT

WORK ZONE

TAPERTAPER TANGENT TANGENT

< 45 MPH

> 45 MPH 25 FEET100 FEET50 FEET

1 x SPEED LIMIT 2 x SPEED LIMIT

100' (PER LANE)(USE IS RECOMMENDED)

DRUM AND 42" DEVICE SPACING (FT) NIGHTTIME 42" DEVICE SPACING (FT)

25 FEET 50 FEET

50 FEET

EXITEXIT

IS TO BE PLACED ON THE PROJECT

SOLID OUTLINES INDICATE A SIGN THAT

EXISTS ON SITE, AND NEEDS TO BE COVERED.

DASHED OUTLINES INDICATE A SIGN THAT

SIGN OUTLINE KEY

MAY 2021

"B", "D" AND "L" TABLES

CHANNELIZING DEVICE SPACING

SIGN BORDER KEY AND ROLL AHEAD SPACING

SPACING-CHARTS

101-GEN-

NO:

TO WORK ZONE)

(POSTED SPEED PRIOR

PREVAILING SPEED

25 FT

GUIDELINES FOR ROLL-AHEAD DISTANCES FOR TMA VEHICLES - TEST LEVEL 2

VEHICLE

TMA

WEIGHT OF

40 MPH OR LESS

(STATIONARY)

5.5 TONS

TO WORK ZONE)

(POSTED SPEED PRIOR

PREVAILING SPEED

50-55 MPH

100 FT

150 FT

175 FT

VEHICLE

TMA

WEIGHT OF

* ROLL-AHEAD DISTANCES ARE CALCULATED USING A 4,410 POUND IMPACT VEHICLE WEIGHT.

25 FT

25 FT

50 FT

(STATIONARY)

12 TONS

(MOBILE)

5 TONS

45 MPH

60-75 MPH

45 MPH

50-55 MPH

60-75 MPH

TMA VEHICLE TO WORK AREA)

(DISTANCE FROM FRONT OF

ROLL-AHEAD DISTANCE*

TMA VEHICLE TO WORK AREA)

(DISTANCE FROM FRONT OF

ROLL-AHEAD DISTANCE*

* ROLL-AHEAD DISTANCES ARE CALCULATED USING A 10,000 POUND IMPACT VEHICLE WEIGHT.

GUIDELINES FOR ROLL-AHEAD DISTANCES FOR TMA VEHICLES - TEST LEVEL 3

MAY 2022

TRAFFIC TYPICALS

NOTE SHEET

102-GEN-NOTES.dgn

102-GEN-NOTES

NO:

GENERAL NOTES

BUFFER AREAS.

DO NOT STORE EQUIPMENT, MATERIALS OR PERFORM WORK IN ESTABLISHEDG4:

BY MDOT WILL BE ALLOWED.

APPLICABLE SPECIAL PROVISIONS. ONLY DESIGNS AND MATERIALS APPROVED

STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CURRENT EDITION OF THE

HARDWARE (MASH) TL-3 AS WELL AS THE CURRENT EDITION OF THE MICHIGAN

REPORT 350 (NCHRP 350) TEST LEVEL 3, OR MANUAL FOR ASSESSING SAFETY

LIGHTING MUST MEET NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM

ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS ANDG3:

ARE ADEQUATELY DELINEATED BY OTHER TRAFFIC CONTROL DEVICES.

WILL BE MADE FOR TRAFFIC PATTERNS FOR WORK LESS THAN THREE DAYS THAT

BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. EXCEPTION

CHANGES IN TRAFFIC PATTERNS OR PROPOSED TEMPORARY TRAFFIC MARKINGS SHALL

ALL EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH EITHER PROPOSED G5:

S9:

OF THE STOP SIGN OR IF SIGNALS ARE BEING USED TO CONTROL TRAFFIC.

STOP AHEAD SIGNS ARE NOT REQUIRED IF THERE IS ADEQUATE VISIBILITY

STOP SIGNS NOT REQUIRED IF SIGNALS ARE ON 4-WAY FLASHING RED.

S8:

PLACE THEM "D" DISTANCE APART.

WHEN SPEED LIMIT SIGNS CANNOT BE PLACED SIDE BY SIDE AS SHOWN,

S7:

THE WORK ZONE.

PLACE ADDITIONAL R8-3 SIGNS AT A MAXIMUM 500' SPACING THROUGHOUT

S6:

STANDARDS.

FABRICATE SPECIAL SIGNS IN ACCORDANCE WITH CURRENT SIGNING DESIGN

S4:

THE W20-5 SIGNS.

WHEN TRAFFIC VOLUMES ARE SIGNIFICANT ENOUGH TO CREATE BACKUPS BEYOND

ADDITIONAL SIGNING AND/OR ELONGATED SIGNING SEQUENCES SHOULD BE USED

S2:

AND CONSOLIDATE THE SEQUENCE AS APPROPRIATE.

OR LONGER. TO APPLY THIS TYPICAL WITHOUT R5-18b SIGNS, REMOVE THE SIGNS

15 DAYS OR LONGER OR NON-FREEWAY PROJECTS WITH A DURATION OF 90 DAYS

R5-18b SIGNS ARE ONLY REQUIRED ON FREEWAY PROJECTS WITH A DURATION OF

S3:

OMIT THIS SIGN IN SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE.

R5-18c IS ONLY REQUIRED IN THE INITIAL SIGNING SEQUENCE IN THE WORK ZONE.

SIGN NOTES

S5:

ACCORDINGLY.

SPEED LIMIT ARE POSTED, OMIT ALL W3-5b AND R2-1 SIGNS AND REDUCE SPACING

OF THE WORK AREA AS INDICATED. IF PERMANENT SIGNS DISPLAYING THE CORRECT

SPEED LIMIT SIGNS RETURNING TRAFFIC TO ITS NORMAL SPEED BEYOND THE LIMITS

WHEN REDUCED SPEED LIMITS ARE UTILIZED IN THE WORK AREA, PLACE ADDITIONAL

ROADWAY SUCH THAT NO SPEED LIMIT SIGNS ARE MORE THAN 2 MILES APART.

IS IN EFFECT. PLACE ADDITIONAL SPEED LIMIT SIGNS AT INTERVALS ALONG THE

ENTRANCE RAMP THAT COMES ONTO THE FREEWAY WHERE THE REDUCED SPEED

EACH MAJOR CROSSROAD THAT INTERSECTS THE WORK ZONE, OR AFTER EACH

PLACE ADDITIONAL SPEED LIMIT SIGNS REFLECTING THE WORK ZONE SPEED AFTER

S1:

SAFETY AND MOBILITY MANUAL, SECTIONS 6.01.09 AND 6.01.10.

CONDITIONS, COVERED, OR REMOVED. FOR GUIDANCE SEE THE WORK ZONE

ALL NON-APPLICABLE SIGNING WITHIN THE CIA MUST BE MODIFIED TO FIT

TCD8:

REVERSE CURVE SIGN, AND THE SECOND REVERSE CURVE SIGN CAN BE OMITTED.

REVERSE CURVE SIGN (W24-1) CAN BE USED INSTEAD OF THE FIRST

WHERE THE SHIFTED SECTION IS SHORTER THAN 600 FEET, A DOUBLE

TYPE III BARRICADES MUST BE LIGHTED FOR OVERNIGHT CLOSURES.TCD3:

"ROAD CLOSED" EXTENDING COMPLETELY ACROSS THE HAUL ROAD.

WHEN THE HAUL ROAD IS NOT IN USE, PLACE LIGHTED TYPE III BARRICADES WITHTCD4:

TEMPORARY TRAFFIC CONTROL DEVICE NOTES

TCD7:

OFF ROAD FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT.

ADDITIONAL TYPE III BARRICADES MAY BE REQUIRED TO COMPLETELY CLOSE

TCD9:

ARE NOT TO EXCEED 50 FEET AT NIGHT.

45 MPH OR GREATER. THE SPACING FOR 42 INCH CHANNELIZING DEVICE TANGENTS

EXCEED 100 FEET ON ROADWAYS WITH A POSTED WORK ZONE SPEED LIMIT OF

WITH A POSTED WORK ZONE SPEED LIMIT LESS THAN 45 MPH AND SHOULD NOT

SHOULD NOT EXCEED TWICE THE WORK ZONE SPEED LIMIT IN MPH FOR ROADWAYS

THE MAXIMUM DISTANCE IN FEET BETWEEN CHANNELIZING DEVICES IN A TANGENTTCD2:

TAPERS ARE NOT TO EXCEED 25 FEET AT NIGHT.

LIMIT OF 45 MPH OR GREATER. THE SPACING FOR 42 INCH CHANNELIZING DEVICE

SHOULD NOT EXCEED 50 FEET ON ROADWAYS WITH A POSTED WORK ZONE SPEED

ROADWAYS WITH A POSTED WORK ZONE SPEED LIMIT LESS THAN 45 MPH AND

SHOULD NOT EXCEED 1.0 TIMES THE WORK ZONE SPEED LIMIT IN MPH FOR

THE MAXIMUM DISTANCE IN FEET BETWEEN CHANNELIZING DEVICES IN A TAPERTCD1:

AT A CONSISTENT DISTANCE, BETWEEN 10' AND 20' APART.

THREE RUMBLE STRIPS. PLACE THE RUMBLE STRIPS IN THE ARRAY

RECOMMENDATIONS. AN ARRAY OF RUMBLE STRIPS CONTAINS

SHOWN, AND IN ACCORDANCE WITH THE RUMBLE STRIP MANUFACTURER'S

IF NOT SPECIFIED IN THE CONTRACT, PLACE RUMBLE STRIPS AS

RUMBLE STRIPS ARE TO BE PLACED AS SPECIFIED IN THE CONTRACT.

RAMP NOTES

DIVERGE IN A FREE MANNER

CHANELIZING DEVICES MUST BE POSITIONED TO ENABLE RAMP TRAFFIC TO

WHEN CONDITIONS ALLOW, E5-1 SIGNS MUST BE REMOVED OR COVERED ANDRMP1:

WORK SHOULD BE EXPEDITED TO AVOID THE STOP AND/OR YIELD CONDITIONS.

THE RAMP TO COMPLETE WORK TO ALLOW AN ADEQUATE MERGE DISTANCE.

IN PLACE OF W3-2 SIGNS. CONSIDERATION SHOULD BE GIVEN TO CLOSING

R1-2 SIGNS. WHEN R-1 SIGNS ARE USED, W3-1 SIGNS MUST BE USED

WHEN CONDITIONS WARRANT, R1-1 SIGNS MAY BE USED IN PLACE OF

STOP AND YIELD CONDITIONS SHOULD BE AVOIDED WHENEVER PRACTICAL.RMP2:

G2:

THE ENGINEER.

GEN-KEY ARE APPROXIMATE AND MAY NEED ADJUSTING AS DIRECTED BY

DISTANCE BETWEEN SIGNS, "D", THE VALUES FOR WHICH ARE SHOWN IN TYPICAL

BOARD IN THE CLOSED LANE AS CLOSE TO THE BEGINNING OF TAPER AS POSSIBLE.

SECTIONS, IF ARROW BOARD CANNOT BE PLACED BEHIND CURB, PLACE ARROW

MOTORISTS WHEN PHYSICAL LIMITATIONS RESTRICT PLACEMENT. IN CURBED

PRACTICAL, BUT NOT IN A MANNER THAT WILL OBSCURE OR CONFUSE APPROACHING

PLACE LIGHTED ARROW PANELS AS CLOSE TO THE BEGINNING OF TAPERS AS TCD6:

S10:

A SPEED REDUCTION IN THIS DIRECTION.

PLACE REDUCED SPEED ZONE AHEAD SIGN (W3-5b) HERE WHEN USING

TCD10:

SIDES OF THE ROAD 1000 FEET FROM EACH OTHER.

CORRECT PCMS MESSAGING. STAGGER PCMS THAT ARE ON OPPOSING

CHANGEABLE MESSAGE SIGN GUIDELINES FOR RECCOMENDED AND

SEE THE WORK ZONE SAFETY AND MOBILITY MANUAL, PORTABLE

AN ANGLE OF 45 DEGREES IN THE DIRECTION VEHICULAR TRAFFIC IS TO PASS.

HAVE ALTERNATING DIAGONAL ORANGE AND WHITE STRIPES SLOPING DOWNWARD AT

AND WHITE RETROREFLECTIVE SHEETING. THE RETROREFLECTIVE SHEETING MUST

A MINIMUM OF 12 INCHES IN WIDTH AND 36 INCHES IN HEIGHT AND HAVE ORANGE

WHEN USED WITH A TEMPORARY SIGNAL SYSTEM. THE OBJECT MARKERS MUST BE

IN THE STANDARD PLAN FOR TEMPORARY CONCRETE BARRIER (R-53, AND R-126)

USE OBJECT MARKER SIGNS IN LIEU OF THE TYPE B HIGH INTENSITY LIGHT SHOWNTCD5:

ROLL AHEAD DISTANCE

B = LENGTH OF LONGITUDINAL BUFFER

L = MINIMUM LENGTH OF TAPER

D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES

SEE GEN-SPACING-CHARTS FOR COMMON VALUES INCLUDING:G1:

TRAFFIC REGULATOR NOTES

TR1:

BY THE ROADWAY ADT, GEOMETRICS, AND AS DIRECTED BY THE ENGINEER.

THE MAXIMUM DISTANCE BETWEEN THE TRAFFIC REGULATORS IS DETERMINED

AND THE VIDEO "HOW TO SAFELY REGULATE TRAFFIC IN MICHIGAN".

THE CURRENT VERSIONS OF THE TRAFFIC REGULATOR'S INSTRUCTION MANUAL

SPECIFICATIONS, THE STANDARD PLANS AND APPLICABLE SPECIAL PROVISIONS,

TRAFFIC REGULATORS MUST FOLLOW ALL THE REQUIREMENTS IN THE STANDARD

TR2:

THE HOURS OF DARKNESS.

REGULATOR'S STATIONS WHEN TRAFFIC REGULATING IS ALLOWED DURING

PROVIDE APPROPRIATE BALLOON LIGHTING TO SUFFICIENTLY ILLUMINATE TRAFFIC

S11:

LENGTH OF SHIFT AND AS PER THE ENGINEER.

SHIFTS MORE THAN 12FT, PLACE THREE OR MORE W1-6(R)(L) SIGNS DEPENDING UPON

SHIFTS 5FT TO 12FT, PLACE TWO W1-6(R)(L)

SHIFTS 4FT OR LESS, PLACE ONE W1-6(R)(L)

THE NUMBER OF W1-6 SHIFT SIGNS TO PLACE FOR A SHIFT IS AS FOLLOWS:

S12:

IN THIS DIRECTION

PLACE R2-1 SIGNS AS DETAILED IN NOTE S5 WHEN THERE IS A SPEED REDUCTION

THE FOLLOWING NOTES APPLY IF CALLED FOR ON THE TRAFFIC TYPICAL

THE REQUIREMENTS OF THE MMUTCD

PROVIDE EITHER A STOP/SLOW AFAD OR A RED/YELLOW LENS AFAD, MEETINGTR3:

MAY 2022

NOTE SHEET

102-GEN-NOTES.dgn

102-GEN-NOTES

NO:

SIGNAL NOTES

TRUCK IS LOCATED OVER ACTIVE TRAVEL LANES.

THE CONTRACTOR MUST HAVE A DESIGNATED SPOTTER IF THE AERIAL BUCKETSIG4:

INTERSECTION WHEN TRAFFIC IS PLACED IN A 4 WAY STOP.

COMPROMIZED. USE TRAFFIC REGULATORS TO CONTROL TRAFFIC THROUGH THE

THE INTERSECTION IN A 4 WAY STOP IF THE 14 FOOT VERTICAL CLEARANCE IS

CLEARANCE. THE CONTRACTOR MUST UTILIZE AN ALTERNATE SET UP, OR PLACE

THE LOWEST POINT OF THE BUCKET MAY NOT TRAVEL BELOW 14 FOOT VERTICALSIG5:

TRUCK MAY BE MOVED TO FACILITATE WORK.

DELINEATE THE TRUCK WITH CHANNELIZING DEVICES. THE POSITION OF THESIG6:

42 INCH CHANNELIZING DEVICES FOR NIGHTTIME WORK.

DELINEATE THE WORK ZONE AREA WITH 28 INCH CONES FOR DAYTIME WORK, ORSIG3:

SIGNAL IS IN OPERATION.SIG2:

EXISTING SIGNAL MUST BE EITHER 4-WAY FLASHING RED, BAGGED, OR TURNED OFF.SIG1:

MAINTENANCE AND SURVEYING NOTES

ACTIVATED AMBER BEACON.

WORK AND SHADOW VEHICLES SHALL BE APPROPRIATELY EQUIPPED WITH AN MS4:

SIGHT DISTANCE IN ADVANCE OF VERTICAL OR HORIZONTAL CURVES.

SLOW DOWN AND TRAVEL AT A FARTHER DISTANCE TO PROVIDE ADEQUATE

AREA AND PROCEEED AT THE SAME SPEED. THE SHADOW VEHICLE SHOULD

VEHICLES SHOULD MAINTAIN THE RECOMENDED DISTANCE FROM THE WORK

WHENEVER STOPPING SIGHT DISTANCE EXISTS TO THE REAR, THE SHADOW MS1:

TABLES.

SHOULD BE PARKED ACCORDING TO THE ROLL AHEAD DISTANCE

SEPARATE THE WORK SPACE FROM TRAFFIC. IF USED, THE VEHICLES

WORK OR SHADOW VEHICLES WITH OR WITHOUT A TMA MAY BE USED TO MS3:

TO) IS THE LAYOUT OF CONCRETE PATCHES.

SPACING MUST BE USED. AN EXAMPLE OF AN OPERATION (BUT NOT LIMITED

CHANNELIZING DEVICES TO DELINEATE OPEN OR CLOSED LANES AT 50 FT

A MOBILE OPERATION IS OCCURRING DURING THE NIGHTTIME HOURS,

WHEN WORKERS ARE OUTSIDE THEIR VEHICLES IN AN EXISTING LANE WHILEMS5:

TYPE OF WORK TAKING PLACE AS PER THE ENGINEER.

W21-6 AND W20-1 SIGNS MAY BE SUBSTITUTED AS DETERMINED BY THE MS6:

"END ROAD WORK" SIGN.

AND THE "END WORK CONVOY" SIGN, OR BETWEEN THE "WORK ZONE BEGINS" AND

WITH AN ACTIVATED BEACON, BETWEEN THE "BEGIN WORK CONVOY" SIGN

WORKERS OUTSIDE OF VEHICLES SHOULD WORK WITHIN 150' OF WORK VEHICLES MS2:

THE FOLLOWING NOTES APPLY IF CALLED FOR ON THE TRAFFIC TYPICAL

JUNE 2021

SIGN SHEET

103-GEN-SIGN.dgn

103-GEN-SIGN

NO:

SIGN NUMBER KEY

ROAD WORK

END

G20-2

EXIT

OPEN

E5-2

EXIT

CLOSED

E5-2a

EXIT

ONLY

E5-3

M4-8

DETOUR

M4-8a

END

DETOUR

M4-8b

END

M4-9L

DETOUR

M4-9R

DETOUR

M4-10L

DETOUR

M4-10R

DETOUR

PILOT CAR

FOLLOW ME

12" x 18" 12" x 24"

48" x 18"48" x 18"

48" x 36" 48" x 36" 48" x 36" 48" x 24"

36" x 18"

24" x 12"

30" x 15"

24" x 18" 24" x 12"

30" x 24"

48" x 36"

60" x 48"

30" x 24"

48" x 36"

60" x 48"

12" x 18"

12" x 18" 12" x 18" 12" x 18"

M4-9gL M4-9gR M4-9h

M4-9dL M4-9dR M4-9e

60" x 48"

48" x 48"

EXIT

E5-1f 60" x 24"

M4-9j

DETOUR

M4-9f

END

M6-1L M6-1R

M6-2R

M6-2L

M6-6L M6-6R M6-7L M6-7RM6-3 M6-5

WEST

EASTNORTH

DETOUR

M3-1 M3-2

M3-3 M3-4

SOUTH

XX

M1-1 M1-1 M1-2 M1-2 M1-3 M1-3

M1-4 M1-4

ROAD WORK

NEXT XX MILES

G20-1

M4-9kL

M1-5

M4-1 M4-2 M4-3 M4-4 M4-5

M4-6 M4-7

M4-1a

18" x 9"

12" x 6"

12" x 18" 12" x 18"

XXX XXX

XXX

MONTMORENCY>

COUNTY

XX

XX

INTERSTATE

XXX

INTERSTATE

XX

BUSINESS

LOOP

XX

BUSINESSBUSINESS

SPURSPUR

ALTERNATE ALT PASSBY BUSINESS TRUCK TO

END TEMPORARY

BUSINESS

LOOP

BUSINESS

SPUR

30" x 24"

48" x 36"

60" x 48"

M4-9i

END

XX

M4-7a

TEMP

M1-5a

24" x 24"

18" x 18"

M1-6

M4-11a

FOLLOW

M5-1L M5-1R M5-2L M5-2R

36" x 24"

E13-1aP

48" x 48"

36" x 36"

24" x 24"

18" x 18"

60" x 48"

45" x 36"

30" x 24"

22.5" x 18"

48" x 48"

36" x 36"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

24" x 24"

18" x 18"

60" x 48"

45" x 36"

30" x 24"

22.5" x 18"

60" x 48"

45" x 36"

30" x 24"

22.5" x 18"

60" x 48"

45" x 36"

30" x 24"

22.5" x 18"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

XXX

COUNTY

BARAGA XXX

M1-6

45" x 36"

30" x 24"

22.5" x 18"

36" X 36"

24" x 24"

18" x 18"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

36" X 18"

30" X 15"

24" X 12"

18" x 9"

12" X 6"

60" x 54"

48" x 42"

30" x 30"

60" x 54"

48" x 42"

30" x 30"

36" X 18"

30" X 15"

24" X 12"

18" x 9"

12" X 6"

30" x 21"

21" x 15"

12" x 9"

30" x 21"

21" x 15"

12" x 9"

30" x 21"

21" x 15"

12" x 9"

30" x 21"

21" x 15"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

30" x 21"

21" x 15"

18" x 12"

12" x 9"

M4-9kR

DETOUR

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

36" x 18"

30" x 15"

24" x 12"

18" x 9"

12" x 6"

MPH

E13-1P

G20-4

M5-3

30" x 21"

21" x 15"

12" x 9"

M6-4

30" x 21"

21" x 15"

18" x 12"

12" x 9"

VAR x 24" u I-6a

30" x 30" 24" x 24" 18" x 18"

SEE MDOT SHS 13-WORK ZONE FOR SIGN DETAILS

60" x 54"

48" x 42"

30" x 30"

60" x 54"

48" x 42"

30" x 30"

DETOUR

M4-9mL

DETOUR

M4-9mR

30 MPH

JUNE 2021

103-GEN-SIGN

NO:

OUTHSORTHN

NORTH SOUTH

STOP

R1-1 M8-1gL M8-1gR

KEEP

FLE T

KEEP

GRIHT

YIELD

R1-2

WHERE

WORKERS

PRESENT

R2-1a R3-1 R3-2

DO

NOT

PASS

R4-1

R8-3

LIMIT

SPEED

XX

R2-1

INJURE /

KILL A

WORKER

7500$

15 YEARS

R5-18b

BEGINS

ZONE

WORK

R5-18c

ON

STOP

HERE

RED

R10-6b

TO

ONCOMING

TRAFFIC

R1-2aP R3-4

LEFT LANE

MUST

TURN LEFT

R3-7L

PASS

WITH

CARE

R4-2 R4-7

R4-8

STAY

IN

LANE

R4-9

DO NOT

ENTER

R5-1

WAY

WRONG

R5-1a

R6-1L

WAYONE

R6-1R

WAYONE

ONE

WAY

R6-2L

ONE

WAY

R6-2R

CROSSWALK

PEDESTRIAN

R9-8

CLOSED

SIDEWALK

R9-9

SIDEWALK CLOSED

USE OTHER SIDE

R9-10

SIDEWALK CLOSED

CROSS HERE

R9-11aL

SIDEWALK CLOSED

CROSS HERE

R9-11aR

ROAD CLOSED

10 MILES AHEAD

LOCAL TRAFFIC ONLY

R11-3a

BRIDGE OUT

10 MILES AHEAD

LOCAL TRAFFIC ONLY

R11-3b

ROAD CLOSED

TO

THRU TRAFFIC

R11-4

CLOSED

CROSSOVER

ONE

RIGHT

FORM

LANE

48" x 60"

36" x 30"36" x 30"

48" x 60"

48" x 48"

36" x 18" 24" x 12"

48" x 24"

48" x 24"

24" x 12"

48" x 24"

24" x 12" 36" x 54"

48" x 30" 48" x 30"

60" x 30" 60" x 30" 60" x 30"

60" x 30"

48" x 60" 30" x 42"

R11-2c

R5-18gR5-18f

USE ALL

LANES

DURING

BACKUPS

RUT N

ON

S

R3-3

NO LYY NO LYY

R3-8c

NO LYY NO LYY

R3-8d

TURN RIGHT

MUST

LANERIGHT

R3-7R

CLOSED

ROAD

R11-2

CLOSED

RAMP

OM-3ROM-3L

R11-2a

48" x 30"

R11-2b

CLOSED

EXIT

36" x 66" 36" x 66" 60" x 48"

SIGN NUMBER KEY

M8-2d

48" x 36"

36" x 30"

24" x 18"

SIDEWALK CLOSED

AHEAD

CROSS HERE

R9-11L

SIDEWALK CLOSED

AHEAD

CROSS HERE

R9-11R

48" x 36"

24" x 12"

48" x 36"

24" x 12"

78" x 12"

R5-18d

BEGIN WORK CONVOY END WORK CONVOY

72" x 12"

R5-18e

R3-6L R3-6RR3-5a

ONLY

R3-5L

ONLY

R3-5R

ONLY

36" x 72"

24" x 48"

12" x 36"

36" x 72"

24" x 48"

12" x 36"

48" x 48" 36" x 36" 30" x 30" 24" x 24" 18" x 18"

60" 48" 36" 30" 24" 18"

48" x 60"

36" x 48"

30" x 36"

24" x 30"

18" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

36" x 48"

30" x 36"

36" x 48"

30" x 36"

36" x 48"

30" x 36"

42" x 48"

30" x 36" 42" x 48"

30" x 36" 36" x 36"

30" x 30"

36" x 36"

30" x 30"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

12" x 18"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

12" x 18"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

12" x 18"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

48" x 48"

36" x 36"

30" x 30"

42" x 30"

36" x 24"

30" x 18"

54" x 18"

36" x 12"

54" x 18"

36" x 12"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

12" x 16"

48" x 60"

36" x 48"

24" x 30"

18" x 24"

12" x 16"

30" x 18"

24" x 12"

STOP SLOW

FRONT

24" x 24"

18" x 18"

R1-1a

BACK

SEE MDOT SHS 13-WORK ZONE FOR SIGN DETAILS

48" x 48"

36" x 36"

24" x 24"

18" x 18"

12" x 12"

FOLLOW

TRUCKS

INTO

DO NOT

WORK ZONE

48" x 60"

R5-18h

JUNE 2021

103-GEN-SIGN

NO:

W1-4bL W1-4bRW1-4L W1-4R

W1-6L W1-6R

W3-2 W3-3 W3-4

TOSTOP

PREPARED

BE

W4-1L W4-1R W4-2L W4-2R W4-3L W4-3R

W24-1L

W24-1R

W3-5b

ZONE

AHEAD

REDUCED

SPEED

W3-1

W1-1L W1-1R W1-2L W1-2R

W4-6RW4-6L

W1-8L W1-8R

W1-3L W1-3R

W1-4cL W1-4cR

W3-5a

ZONE

AHEAD

SPEED

XX MPH

W6-1 W6-2 W6-3 W7-1

ALL

LANES

W24-1cP

W24-1aL

W24-1aR

W24-1bL

W24-1bR

SIGN NUMBER KEY

ROAD

NARROWS

W5-1

NARROWS

RAMP

W5-4

SPEED

XX

LIMIT

W3-5

NO

MERGE

AREA

W4-5P

NARROW

BRIDGE

W5-2

ONE LANE

BRIDGE

W5-3

W6-4

12" x 18"

BUMP

W8-1

W4-5RW4-5L

THRU

TRAFFIC

MERGE

LEFT

W4-7L

THRU

TRAFFIC

MERGE

RIGHT

W4-7R

PREPARE

TO STOP WHEN

FLASHING

W3-4b

%8

W7-1a

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

96" x 48"

60" x 30"

48" x 24"

36" x 18"

24" x 12"

96" x 48"

60" x 30"

48" x 24"

36" x 18"

24" x 12"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

18" x 18"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

24" x 30"

18" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

SEE MDOT SHS 13-WORK ZONE FOR SIGN DETAILS

W1-2bL

48" x 48" 36" x 36"

48" x 48" 36" x 36"

W1-2bR

30" x 24"

24" x 18"

36" x 48"

30" x 36"

24" x 30"

18" x 24"

12" x 18"

36" x 48"

30" x 36"

24" x 30"

18" x 24"

12" x 18"

JUNE 2021

103-GEN-SIGN

NO:

W12-1

ON

RAMP

W13-4P

NO

CENTER

LINE

W8-12

W8-3

ENDS

PAVEMENT

W8-5

UNEVEN

LANES

W8-11

FALLEN

ROCKS

W8-14

W8-15P

PAVEMENT

GROOVED

W8-15 W8-17L W8-17R

ROAD

MAY

FLOOD

W8-18

SHOULDER

NO

W8-23

STEEL

PLATE

AHEAD

W8-24 W9-2L

LEFT

ENDSLANE

MERGE

W11-10

ENDS

SHOULDER

W8-25

SIGN NUMBER KEY

M . P . H .

W13-1P

ROAD

WORK

AHEAD

W20-1

W13-2

EXIT

XX

M P H

DIP

W8-2

SHOULDER

SOFT

W8-4

GRAVEL

LOOSE

W8-7

ROUGH

ROAD

W8-8

LOW

SHOULDER

W8-9

LEFT

LANE

ENDS

W9-1L

LANE

ENDS

RIGHT

W9-1R

MERGE

RIGHT

LANE ENDS

W9-2R

12 6

W12-2

NO

PASSING

ZONE

W14-3

ROAD

CLOSED

AHEAD

W20-3

X

W16-4aP

FEET

W16-2P W16-13P

WHEN

FLASHING

CLOSED

AHEAD

CENTER

& LEFT LANE

W9-3a

CLOSED

AHEAD

CENTER &

LEFT 2 LANES

W9-3b

CROSSING

TRUCK

W11-10a

R

WORK

AHEAD

W20-1d

SU VEYRA

WORK

AHEAD

W20-1b

MP G

WORK

AHEAD

W20-1c

SINAL

TRAFFIC

CIRCLE

W16-12P

24" x 18"

NEXT

MILES

W13-6a W13-7 W13-7a

W13-6

RAMP

MPH

RAMP

MPH

EXIT

MPH

EXIT

MPH

W8-26

RUMBLE

STRIPS

AHEAD

WATCH

FOR RAMP

TRAFFIC

W11-24

DETOUR

AHEAD

W20-2

STREET

CLOSED

AHEAD

W20-3a

WHEN

WET

W8-5P

CLOSED

AHEAD

CENTER

LANE

W9-3C

CLOSED

AHEAD

LEFT

LANE

W9-3L W9-3R

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

18" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

36" x 30"

30" x 24"

24" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

36" x 30"

30" x 24"

24" x 18"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

36" x 30" 30" x 24" 24" x 18"

W8-17P

SHOULDER

DROP-OFF

48" x 48"

36" x 36"

24" x 24"

48" x 48"

36" x 36"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

48" x 48"

36" x 36"

30" x 30"

18" x 18"

30" x 30"

24" x 24"

18" x 18"

48" x 60"

36" x 48"

24" x 30"

W13-3

RAMP

XX

M P H

48" x 60"

36" x 48"

24" x 30" 36" x 36"

24" x 24"

48" x 84"

36" x 60"

24" x 42"

48" x 84"

36" x 60"

24" x 42"

48" x 84"

36" x 60"

24" x 42"

48" x 84"

36" x 60"

24" x 42"

64" x 48"

48" x 36"

40" x 30"

36" x 24"

30" x 24"

24" x 18"

18" x 12"

36" x 30"

30" x 24"

24" x 18"

18" x 12"

30" x 24"

24" x 18"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

W20-1a

R

WORK

AHEAD

ST EET

60" x 60"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 84"

36" x 60"

24" x 42"

SEE MDOT SHS 13-WORK ZONE FOR SIGN DETAILS

CLOSED

AHEAD

RIGHT

LANE

JUNE 2021

103-GEN-SIGN

NO:

SHOULDER

CLOSED

LEFT

W21-5aL

SHOULDER

RIGHT

CLOSED

W21-5aR

SHOULDER

CLOSED

AHEAD

LEFT

W21-5bL

SHOULDER

RIGHT

CLOSED

AHEAD

W21-5bR

SLOW MOVING

VEHICLE

W21-4

UTILITY

WORK

AHEAD

W21-7

MOWING

AHEAD

W21-8

TURN OFF

2-WAY RADIO

AND

CELL PHONE

W22-2

AHEAD

NEW

TRAFFIC

PATTERN

W23-2

CLOSED

AHEAD

LEFT LANE

W20-5L

RIGHT LANE

CLOSED

W20-5R

W20-7aW20-5aL2

LEFT

TWO LANES

CLOSED

AHEAD

RIGHT

TWO LANES

CLOSED

AHEAD

W20-5aR2

CLOSED

W20-5aL3

THREE LANES

LEFT RIGHT

W20-5aR3

THREE LANES

ROAD

MACHINERY

AHEAD

W21-3

SURVEY

CREW

W21-6

BLASTING

AHEAD

ZONE

W22-1

ZONE

END

BLASTING

W22-3 W23-1

SLOW TRAFFIC

AHEAD

CROSSOVER

CLOSED

USENEXT

CROSSOVER

36" x 18"

42" x 36" 36" x 30"

42" x 36"

48" x 24"

12" x 18"W20-9

W20-10

CURING

CONCRETE

W20-14bP

W20-11

STOP

BUS

TEMP

54" x 48"

EXIT

OPEN

AHEAD

W20-17

FRESH

OIL

W21-2

FRESH

TAR

W21-2

SHOULDER

WORK

W21-5

WORKERS

W21-148" x 12"

36" x 12"

24" x 18"

CLOSED

SIDEWALK

AHEAD

W20-8

R

CLOSED

AHEAD

AMP

W20-3b

ONE LANE

ROAD

AHEAD

W20-4

WATCH

FOR

EMERGENCY

VEHICLES

W20-4c

CENTER LANE

CLOSED

AHEAD

W20-5C

W20-12P

W20-14aP

TAKE TURNS

48" x 12"

36" x 12"

LEFT LANE

W20-15

STAY

IN YOUR

LANE

TRUCKS

ENTERING

& EXITING

ROADWAY

PREPARE

FOR

BACKUPS

W20-15a

CLOSED

MILE

LEFT LANE

CLOSED

MILE

LEFT LANE

1 S2

W20-5L1 W20-5L2

MERGE

W20-14R

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

66" x 30"

48" x 24" VARIABLE x 12"

MERGE

W20-14L

48" x 48"

36" x 36"

48" x 48"

36" x 36"

48" x 48"

36" x 36"

48" x 48"

36" x 36"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

60" x 60"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

24" x 24"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

48" x 48"

36" x 36"

30" x 30"

SIGN NUMBER KEY

RIGHT LANE

CLOSED

MILE1

W20-5R1

RIGHT LANE

CLOSED

MILES2

W20-5R2

SEE MDOT SHS 13-WORK ZONE FOR SIGN DETAILS

W20-13P

VARIABLE x 12"

PINE GROVE PINE GROVE

48" x 48"

36" x 36"

W20-16

48" x 48"

36" x 36"

48" x 48"

36" x 36"

AREA

500 FT

EMERGENCY

PULL OFF

AREA

1/2 MILE

EMERGENCY

PULL OFF

48" x 54"

W20-15d

48" x 54"

W20-15c

Michigan Department of Transportation

MAY 2021

USE OF ARROW BOARD ON HILL OR CURVE

AND WORK ZONE LAYOUT

104-GEN-AB.dgn

104-GEN-AB

NO:

USAGE

INCORRECT

USAGE

CORRECT

USAGE

CORRECT

USAGE

INCORRECT

USAGE

CORRECT

USAGE

INCORRECT

500' OR MORE

PLACEMENT ON A CREST VERTICAL CURVE

PLACEMENT ON A SAG VERTICAL CURVE

PLACEMENT ON A HORIZONTAL CURVE

MIGHT INTERFERE WITH THIS LEGIBILITY REQUIREMENT.

LANES AND ROADWAY ENTRANCES. DO NOT PLACE THE LIGHTED ARROW ON A HORIZONTAL OR VERTICAL CURVE THAT

ENSURE THE ARROW REMAINS CLEARLY LEGIBLE AT DISTANCES FROM 2,500 FEET TO 200 FEET, FROM ALL TRAFFIC

NOTE:

DECEMBER 2021

SUPPLEMENTAL SPEED LIMIT

TREATMENT ON A 2-WAY ROADWAY

WHERE WORKERS PRESENT

106-GEN-SPEED-NFW.dgn

106-GEN-SPEED-NFW

NO:

INTERSECTION

MAJOR

INTERSECTION

MAJOR

INTERSECTION

MAJOR

L E

S S

T H

A N

M

IL

E

S

G R

E A

T E

R T

H A

N

M

IL

E S

LIMIT

SPEED

XX

R2-1

WHERE

WORKERS

PRESENT

R2-1a

WHERE

WORKERS

PRESENT

R2-1a

WHERE

WORKERS

PRESENT

R2-1a

LIMIT

SPEED

XX

R2-1

LIMIT

SPEED

XX

R2-1

LIMIT

SPEED

XX

R2-1

D D

D D

L

L E

S S

T H

A N

M

IL

E

S L

E S

S T

H A

N

M

IL

S

KEY

PLACE SIGN AS INDICATED IN NOTE S5

PART OF LEAD-IN SIGNING SEQUENCE

TYPE III BARRICADE

LIGHTED ARROW PANEL

TRAFFIC FLOW

CHANNELIZING DEVICE

DEVICES:

SIGNING:

GENERAL:

TCD1, TCD2, TCD3, TCD6

S1, S5, S8

G1, G2, G3, G4

STANDARD NOTES

(SEE GEN-NOTES )

WHERE

WORKERS

PRESENT

R2-1a

LIMIT

SPEED

XX

R2-1

WHERE

WORKERS

PRESENT

R2-1a

Michigan Department of Transportation

MAY 2021

SPEED LIMIT LAYOUT

107-GEN-SPEED.dgn

107-GEN-SPEED

NO:

SHOULDER

SHOULDER

APPROPRIATE TYPICAL

SEQUENCE PER

REMAINING SIGNING

SHOULDER

SHOULDER

SHOULDER

SHOULDER

NO SPEED REDUCTION THROUGH WORK ZONE

REDUCED SPEED THROUGH WORK ZONE

REDUCED SPEED THROUGH WORK ZONE USING "WHERE WORKERS PRESENT"

XXX

XX-X

X

XXXX

XXXX

ROAD

WORK

AHEAD

W20-1

LIMIT

SPEED

XX

R2-1

BEGINS

ZONE

WORK

R5-18c

ROAD WORK

END

G20-2

LIMIT

SPEED

XX

R2-1

BEGINS

ZONE

WORK

R5-18c

ROAD WORK

END

G20-2

SPEED

EXISTING

LIMIT

SPEED

XX

R2-1

SPEED

EXISTING

SPEED

REDUCED

LIMIT

SPEED

XX

R2-1

BEGINS

ZONE

WORK

R5-18c

SPEED

REDUCED

WHERE

WORKERS

PRESENT

R2-1a

ROAD WORK

END

G20-2

LIMIT

SPEED

XX

R2-1

XXX

XX-X

X

XXXX

XXXX

APPROPRIATE TYPICAL

SEQUENCE PER

REMAINING SIGNING

ROAD

WORK

AHEAD

W20-1

XXX

XX-X

X

XXXX

XXXX

ROAD

WORK

AHEAD

W20-1

D D B WORK AREA VARIES

100'

2D

D D B WORK AREA VARIES

100'

DD

D D L B WORK AREA VARIES

100'

D DAPPROPRIATE TYPICAL

SEQUENCE PER

REMAINING SIGNING

1/3 L

L

1/3 L

L

1/3 L

R2-1 SIGN.

ADDITIONAL DISTANCE "D" AFTER THE

THE R2-1a SIGN SHALL BE PLACED

RESTRICT PLACEMENT AS INDICATED,

BY SIDE. WHEN PHYSICAL LIMITATIONS

PLACE R2-1 AND R2-1a SIGNS SIDE

SPEED

EXISTING

Michigan Department of Transportation

MAY 2021

SPEED LIMIT LAYOUT

107-GEN-SPEED.dgn

107-GEN-SPEED

NO:

SHOULDER

SHOULDER

BEGINS

ZONE

WORK

R5-18c

ROAD WORK

END

G20-2

LIMIT

SPEED

R2-1

SPEED

EXISTING

APPROPRIATE TYPICAL

SEQUENCE PER

REMAINING SIGNING

ROAD

WORK

AHEAD

W20-1

D B WORK AREA VARIES

100'

DDL

1/3 L

LIMIT

SPEED

R2-1

SPEED

REDUCED

REDUCED SPEED FROM 75 TO 60 THROUGH WORK ZONE

SHOULDER

SHOULDER

ROAD WORK

END

G20-2

LIMIT

SPEED

R2-1

SPEED

EXISTING

APPROPRIATE TYPICAL

SEQUENCE PER

REMAINING SIGNING

D B WORK AREA VARIES

100'

DDL

1/3 L

D D

XXX

XX-X

X

XXXX

XXXX

SPEED

LIMIT

BEGINS

ZONE

WORK

R5-18c

ROAD

WORK

AHEAD

W20-1

LIMIT

SPEED

R2-1

XXX

XX-X

X

XXXX

XXXX

SPEED

LIMIT

SPEED

REDUCED

WHERE

WORKERS

PRESENT

R2-1a

REDUCED SPEED FROM 75 TO 45 WWP THROUGH WORK ZONE

D

W3-5

W3-5

MAY 2021

UTILIZING TRAFFIC REGULATORS

ON A 2-LANE UNDIVIDED ROADWAY

LANE CLOSURE DATE:

110-TR-NFW-2L.dgn

110-TR-NFW-2L

NO:

S H

O U

L D

E R

S H

O U

L D

E R

LIMIT

SPEED

XX

R2-1

V A R

IE

S

W O R K

A R

50' TO 100' MAXIMUM

W3-4

TOSTOP

PREPARED

BE

W3-4

TOSTOP

PREPARED

BE

LIMIT

SPEED

XX

R2-1

LIMIT

SPEED

XX

R2-1

ROAD WORK

END

G20-2

ROAD WORK

END

G20-2

W20-7a

BEGINS

ZONE

WORK

R5-18c

INJURE /

KILL A

WORKER

7500$

15 YEARS

R5-18b

ONE LANE

ROAD

AHEAD

W20-4

ROAD

WORK

AHEAD

W20-1