Attachment 1 - EB M-46 Michigan Ave to Saginaw River.pdf

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PR MP 0.658

PR 0460805

CS MP 8.131

CS 73062

POB STA 0+68

PR MP 0.881

PR 0460805

CS MP 8.354

CS 73062

POE STA 12+43

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DRAWING SHEET

M-46

TITLE

73062

TSC: DATE:DESIGN UNIT: 8-1-2026MATULA BAY CITY

FILE:TITLE SHEET.DGN

COLD MILL AND RESURFACE HMA, ADA RAMPS

NO SCALE

Michigan Department of Transportation

1SECT

CS: M-46 WB (MICHIGAN AVE TO SAGINAW RIVER)

AND PERMANENT PAVEMENT MARKINGS

MICHIGAN DEPARTMENT OF TRANSPORTATION

SAGINAW COUNTY

CITY OF SAGINAW

ROUTE: EASTBOUND M-46

COUNTY KEY

COUNTY

SAGINAW

ADA RAMP IMPROVEMENTS, AND PERMANENT PAVEMENT MARKINGS

COLD MILL AND RESURFACE HMA,

CONTRACT FOR:

0.223 MILES:

GEOGRAPHIC FRAMEWORK VERSION # 26.

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

YEAR DESIGN POSTED

EB M-46

ROAD

SPEED DATA TRAFFIC DATA

POB TO POE

LIMITS

ADT DHV COMM

JOB NO. CONTROL SEC SECTION FED AID PROJ

NO

EB

MDOT Maintenance Project Log

General:

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 the award, MDOT may request a site plan review meeting with the low bid contractor.

The work will be done in accordance with the Michigan Department of Transportation 2020 Standard Specifications for Construction.

Job Location:

The project is located on Eastbound M-46 (from Michigan Ave to Saginaw River) 0.22 miles, City of Saginaw, Saginaw County.

The POB is at station 0+68, 68 feet southeast of the centerline of Michigan Ave.

The POE is at Station 12+43, at the HMA/Conc pavement edge, west of Saginaw River.

Stationing Information:

All stationing information is approximate.

Station 0+00 Centerline of Eastbound M-46 and Michigan Ave

Project Schedule:

A preconstruction meeting with the contractor will be required at the MDOT Bay City TSC office.

The work may begin immediately after receiving approval from MDOT. The work is to be completed between September 14, 2026 to September 30, 2026. Once the work starts, it must be completed in 4 consecutive days.

Work on Saturdays and Sundays will be at the Engineers discretion and require preapproval.

Night work will not be allowed.

Notice must be provided to Dan Senske at 989-233-1053 a minimum of three (3) calendar days prior to beginning work.

The temporary pavement markings will be placed at the end of the days work, prior to opening to traffic.

The permanent pavement markings will done within 7 days of completion of HMA paving.

Description of work:

HMA Work:

The work will consist of 0.22 miles of 2-inch Cold Milling HMA Surface, 2-inch HMA, 5EML, High Stress paving of the 2-lane and 3-lane roadway, ADA ramps, temporary and permanent pavement markings. The work will be done in a manner not to damage any existing curb and gutter.

On the northeast approach of Hamilton Street, cold mill and pave to 45-foot from the centerline of Eastbound M-46 or as directed by the Engineer. (5’ east of fire hydrant)

On the southwest approach of Hamilton Street, cold mill and pave to 40-foot from the centerline of Eastbound M-46 or as directed by the Engineer. (In line with the curb catch basin)

At the northeast approach of Niagara Street, cold mill and pave up to 30-foot from the centerline of Eastbound M-46 or as directed by the Engineer.

On the southwest approach of Niagara Street, cold mill and pave to 24-foot from the centerline of Eastbound M-46 or as directed by the Engineer. (along back of curb line along M-46)

On the northeast approach of Williams Street, cold mill and pave to 30-foot from the centerline of Eastbound M-46 or as directed by the Engineer.

On the southwest approach of Williams Street, cold mill and pave to 15-foot from the centerline of Eastbound M-46 or as directed by the Engineer.

Concrete Sidewalk Work:

The removal and construction drawings are included in this proposal.

Pavement Marking:

The permanent pavement markings will be installed per section 811 of the 2020 Standard Specifications for Construction and the attached pavement marking typicals.

The existing pavement markings will be logged prior to construction, and the new permanent markings will be placed in the same locations.

Maintaining Traffic:

Traffic control devices and equipment will be supplied and laid out by the contractor and should be maintained per typical m240a and m0730a.

Crossroads and driveways will remain open to traffic at all times.

Estimated Quantities:

The quantities included in the summations above 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 Danny Senske 989-233-1053.

Pay Item Quantity Unit Price/Unit Cost

Sidewalk, Rem 76 Syd _________ __________________

Dr Structure Cover, Adj, Case 1, Modified 4 Ea _________ __________________

Cold Milling HMA Surface 4,765 Syd _________ __________________

HMA, 5EML, High Stress 524 Ton _________ __________________

Detectable Warning Surface 41 Ft _________ __________________

Pavt Mrkg, Ovly Cold Plastic, Railroad Sym 3 Ea _________ __________________

Pavt Mrkg, Polyurea Merge Arrow Sym 2 Ea _________ __________________

Pavt Mrkg, Polyurea, 24 inch, Stop Bar 108 Ft _________ __________________

Witness, Log, $1,250.00 1,250 Dlr $1 $1,250.00

Pavt Mrkg, Wet Reflective Waterborne, 6 inch, White 431 Ft _________ __________________

Recessing Pavt Mrkg, Transv 638 Sft _________ __________________

Pavt Mrkg, Wet Reflective Waterborne, 2nd Application, 6 inch, White 431 Ft _________ __________________

Turf Establishment, Performance 81 Syd _________ __________________

Monument Box 1 Ea _________ __________________

Monument Preservation 1 Ea _________ __________________

Water Shutoff, Adj, Case 1 1 Ea _________ __________________

Curb Ramp, Conc, 4 inch 685 Sft _________ __________________

Channelizing Device, 42 in, Furn 70 Ea _________ __________________

Channelizing Device, 42 in, Oper 70 Ea _________ __________________

Connected Arrow Board, Type C, Oper 2 Ea _________ __________________

Connected Arrow Board, Type C, Furn 2 Ea _________ __________________

Minor Traf Devices 1 Ls _________ __________________

Sign Cover 2 Ea _________ __________________

Sign, Type B, Temp, Prismatic, Furn 350 Sft _________ __________________

Sign, Type B, Temp, Prismatic, Oper 350 Sft _________ __________________

Traf Regulator Control 1 LS _________ __________________

Pavt Mrkg, Wet Reflective, Type R, Tape, 6 inch, White, Temp 140 Ft _________ __________________

Railroad Protection, at Grade Crossing, Huron and Eastern Railway 5,000 Dlr $1 $5,000

Total Cost ________________

Signature____________________________ Date

MICHIGAN DEPARTMENT OF TRANSPORTATION

COORDINATION CLAUSE

FOR

WORK ON RAILROAD PROPERTY

RAL:MIP Page 1 of 1 08-03-26

The following information may be pertinent to the determination of construction methods and railroad protective insurance rates.

RAILROAD

Huron and Eastern Railway

Contact: Chad Heinz - Roadmaster Phone: (989) 225-7032 Address: 3366 East Soper Rd Bad Axe, MI 48413

TRAIN MOVES

Stephens Street/M-46 (NI# 511981E) There are approximately 2 daily freight moves at 10 mph and 2 daily switching moves.

Maximum timetable speed is 10 mph.

The train movement and speed information does not represent a commitment by the Railroad and is subject to change without notice.

RAILROAD UTILITY COORDINATION

Railroad utilities are not covered under the current Miss Dig provisions and supplemental coordination with the operating railroad is required. The Contractor shall contact the Railroad, 30 days prior to any underground activities or soil disturbance on/or adjacent to the railroad right-of-way and request for railroad utilities be located and marked. The Contractor shall provide specific limits of desired utilities to be located and marked by the Railroad to ensure locates are visible and current.

The Contractor shall cooperate and coordinate construction activities with the operating railroad as stated in Section 104.08 of the 2020 MDOT Standard Specifications for Construction. In addition, for the protection of underground utilities, the Contractor shall follow the requirements in Section 107.12 of the 2020 MDOT Standard Specifications for Construction. Contractor delay claims, resulting from a railroad utility, will be determined based upon Section 109.05 of the 2020 MDOT Standard Specifications for Construction.

Any damage caused by the Contractors work operations to the railroad property will be the Contractors responsibility to fix and/or replace to Railroad specifications.

Special Considerations at Railroad Crossings.

1. Any work (or equipment being staged onsite during the work) performed at or near a railroad crossing must not obstruct the view of railroad protective warning devices (signs, flashing light units or gates) to oncoming traffic at any time.

2. Do not extend lane closure taper(s) through the crossing. Traffic lane shifts cannot transition over the crossing.

3. Do not place construction traffic control devices in the railroad crossing or closer than 25 feet from the outside rail on either crossing approach.

4. Do not direct traffic over crossing in opposing direction than normal.

5. When the railroad crossing is in the influence zone of active construction work, but not in a lane closure, the roadway traffic regulator will give immediate preference to clearing any traffic from backing up over the crossing.

6. When traffic is queued to a gated crossing a railroad watchperson will be present to provide notice of train approach to the crossing in advance of railroad warning device activation, so the crossing may be cleared of vehicular traffic. The Contractor is responsible for contacting the applicable railroad to obtain and pay for a railroad watchperson.

20TM100(A015)

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

WORK NEAR RAILROAD CROSSING

RAL:DGT 1 of 1 APPR:CRB:JJG:05-18-21

a. Description. This work consists of the Contractor consulting with the representative of the Huron and Eastern Railway Company (herein after called the Railroad) to determine the necessity for, the type of, and cost of protection required for ensuring the safety and continuity of Railroad traffic and payment to the Railroad for protective services when doing work on, above, or below the Railroad property.

b. Materials. None specified.

c. Construction. Contact the Railroad 30 calendar days prior to starting work in the vicinity of their tracks. Provide documentation to the Engineer with the details of the contact including the person contacted, phone number or email used and the specific time and date. Ensure construction methods are in compliance with the requirements in the contract and as directed by the Engineer.

Pay (or pre-pay when required by the Railroad) the cost for right of entry permit, flag persons, watchpersons, training, and other protective services and devices furnished or required by the Railroad and made necessary in the judgment of the representative of the Railroad because of the Contractors’ operations which are within 50’ of each side of centerline of track or impacted by traffic control operations. All Railroad bills for such protection costs must be paid within 14 calendar days if not prepaid.

Monitor and provide immediate preference to clearing any traffic which backs up over the crossing as a result of flag control away from the crossing.

d. Measurement and Payment. Review the accuracy of costs from the Railroad and resolve any inconsistencies prior to submitting to Engineer for reimbursement.

Submit satisfactory evidence or certification to the Engineer indicating all bills for protective services and devices furnished by the Railroad have been paid.

The Department will reimburse the Contractor for the costs incurred that have satisfactory evidence of payment to the Railroad using the following pay item.

Pay Item Pay Unit

Railroad Protection, at Grade Crossing, Huron and Eastern Railway ............ Dollar

HURON AND EASTERN RAILWAY

SPECIAL PROVISION

FOR

RAILROAD INSURANCE REQUIREMENTS

RAL:MIP 1 of 2 APPR:DGT:TAS:04-13-2026

a. Description. This work consists of providing Railroad Protective Liability Insurance before work is commenced and kept in effect until all work required to be performed under the terms of the contract is satisfactorily completed as evidenced by the formal acceptance by the Michigan Department of Transportation (MDOT).

b. Insurance Requirements. To carry the following insurance, in a form, and with an insurer or insurers, acceptable to MDOT and the Huron and Eastern Railway Company, its parent companies, and affiliates (Railroad), on all insurance forms listed below with railroad contact information as noted in the Coordination Clause for Work on Railroad Property.

1. Railroad Protective Liability Insurance on behalf of Huron and Eastern Railway, its parent companies and affiliates, as the named insured.

The Contractor must furnish to MDOT and to the Railroad copies of policies as evidence that, with respect to Contractor or Subcontractor operations standard Railroad Protective Liability Insurance is carried providing for limits of liability in the amount of two million dollars ($2,000,000) combined single limit per occurrence for bodily injury, death, and property damage with an aggregate limit of six million dollars ($6,000,000) applying separately to each annual period. Said Railroad Protective Liability Insurance must conform to the regulations prescribed therefore in the Federal-Aid Policy Guide, Part 646, Subpart A of the Federal Highway Administration dated December 9, 1991, and amendments thereto.

2. Provide insurance as required in subsection 107.10 of the Standard Specifications for Construction except with the modifications stated herein. Provide Commercial General Liability Insurance.

A. Single occurrence limit is two million dollars ($2,000,000).

B. Aggregate limit is six million dollars ($6,000,000).

C. List Huron and Eastern Railway, its parent companies, and affiliates, as additional insured on automobile insurance policy.

RAL:MIP 2 of 2 04-13-2026

D. Shall contain Insurance Services Office Standard Endorsement CS 2417 or its equivalent.

E. A waiver of subrogation in favor of the railroad must also be shown as an endorsement to the policy.

The Contractor must furnish to MDOT evidence of any reductions in the limits of liability herein described as determined by the Railroad.

The policy must contain the following endorsement:

"It is hereby agreed that 30 days prior written notice of cancellation, expiration, termination, or reduction of coverage provided by this policy will be given to the MDOT and Huron and Eastern Railway".

c. Construction. If any of the insurance is canceled, the Contractor and all subcontractors must cease operations as of the date of cancellation and cannot resume operations until new insurance is in force.

d. Measurement and Payment. The Contractor must pay for all railroad insurance. Insurance costs as described in this special provision will be included as part of other pay items.

20SP-403A-02

DEPARTMENT OF TRANSPORTATION

ADJUSTING DRAINAGE STRUCTURE, CASE 1, MODIFIED

CFS:DMG 1 of 3 APPR:TES:DBP:03-08-22

FHWA:APPR:03-22-22

a. Description. This work consists of adjusting drainage structures, including utility manhole covers, in accordance with section 403 of the Standard Specifications for Construction, as shown on the plans, as directed by the Engineer, and as stated herein.

b. Materials. Furnish materials in accordance with subsection 403.02 of the Standard Specifications for Construction with the following exceptions:

Furnish Concrete, Grade 3500 or Grade P-NC as directed by the Engineer in accordance with sections 1004 and 1006 of the Standard Specifications for Construction, respectively. Furnish epoxy anchored lane ties in accordance with section 914 of the Standard Specifications for Construction. Ensure the lane ties are #5 bar size with a nominal length of 18 inches. Ensure the circular bar for the rotary cut application is epoxy coated #5 bar of a diameter that will center it between the structure cover and the existing surrounding pavement. Select epoxy for anchoring lane ties into the concrete from section 712.03J of the Qualified Products List. Furnish hot-poured joint sealant in accordance with section 914 of the Standard Specifications for Construction.

For concrete curb, concrete curb and gutter, or concrete traffic island repairs furnish materials in accordance with the standard specifications.

c. Construction. For structures within the pavement area remove pavement adjacent to the drainage structure cover using a rotary or sawing method. When using a rotary coring method, remove a minimum 4 foot diameter section of pavement around the drainage structure frame and cover. If the frame outside diameter measurement is greater than 36 inches, use a rotary coring head to remove a minimum 4.5 foot diameter section of pavement. When using a sawing method, saw cut clean and remove a 6 foot by 6 foot pavement square.

For structures within the curb line, saw cut and remove a 4 foot by 6 foot section of pavement around the frame with the 6 foot dimension measured along the curb line. Remove curb and/or curb and gutter associated with the adjustment of structures, as directed by the Engineer.

For structures located adjacent to concrete traffic control islands, remove concrete island full-width or up to 6 feet wide to facilitate adjustment of the drainage structure cover frame, as directed by the Engineer.

Prior to setting the frame, compact exposed soil using a method approved by the Engineer.

Support the cover frame over the structure matching the adjacent roadway cross slope. Secure the frame in-place to allow for placement of concrete using brick or block as required on a full bed of mortar without altering frame position.

CFS:DMG 2 of 3 03-08-22

Install epoxy anchored lane ties in accordance with section 603 of the Standard Specifications for Construction to anchor the concrete to adjacent composite pavement. Install circular epoxy coated bar as detailed herein. For structures within the pavement area, replace pavement around the frame with Concrete, Grade 3500 or Grade P-NC as directed by the Engineer matching the finished elevation and cross-slope of the roadway. Construct plane of weakness joint as directed by the Engineer.

For structures within the curb line, replace pavement around the frame with Concrete, Grade 3500 or Grade P-NC as directed by the Engineer and HMA top course as shown on the detail herein.

Install epoxy anchored lane ties to anchor the concrete to adjacent composite pavement for curb drainage structures located in curbed areas. Replace concrete curb, concrete curb and gutter, or concrete traffic control islands in-kind in accordance with Standard Plan R-30 Series and section 802 of the Standard Specifications for Construction.

Immediately remove any debris that falls into drainage structures or other utility manholes due to Contractor operations.

Ensure saw overcuts are cleaned and sealed with hot-poured joint sealant.

d. Measurement and Payment. The completed work, as described, will be measured and paid for at the contract unit price using the following pay item:

Dr Structure Cover, Adj, Case 1, Modified ................................................................. Each

Dr Structure Cover, Adj, Case 1, Modified includes furnishing all materials, saw cutting, removal and disposal of existing pavement and curb or curb and gutter, adjustment of cover to required elevation and cross-slope, installation of epoxy anchored lane ties and epoxy coated circular bars, placement and finishing of new curb or curb and gutter, placement and finishing of new concrete and HMA, placement and removal of temporary HMA wedging for maintaining traffic, if required, placement of cover on open structures to prevent accumulation of debris and cleaning existing drainage structures due to Contractor operations.

CFS:DMG 3 of 3 03-08-22

20SP-812Q-01

DEPARTMENT OF TRANSPORTATION

CONNECTED LIGHTED ARROW, TYPE C

COS:SAH 1 of 2 APPR:CRB:KJK:12-05-24

FHWA:APPR:12-05-24

a. Description. This work consists of furnishing, operating, maintaining, relocating, and the removal of Connected Arrow Board (CAB) at locations shown in the contract.

The Contractor is responsible for coordinating with any work in adjacent work zone projects.

b. Materials. Furnish a Type C Lighted Arrow Board meeting the requirements of subsection

922.07 of the Standard Specifications for Construction, the MMUTCD section 6F.61 and the requirements below:

1. Ensure all hardware components of this system are crashworthy in accordance with the NCHRP 350 or MASH.

2. Ensure arrow board or associated system can produce real-time status for remote monitoring using the required elements of Version 4.0 or greater of the USDOT Workzone Data Exchange Swz Device Feed (WZDx Device Feed).

c. Construction. Install the CAB in accordance with the manufacturer’s recommendations, subsection 812.03.D.8 of the Standard Specifications for Construction, the plans, and the following requirements:

1. Ensure boards are connected at all times during operation.

2. Traditional arrow boards may be upgraded to a CAB.

3. If requested at any time during the project, furnish reports that indicate the location and display history of each CAB, including a log of all power and communication errors and/or failures. Ensure the report data is in a common spreadsheet format (comma-separated values (CSV), Excel, etc.) or as directed by the Engineer.

4. If requested, upon project completion furnish a single complete report which includes a full summary for all CABs utilized on the project. At a minimum the report must include the complete location and display history of each CAB, including a log of all power and communication errors and/or failures. Ensure the report data is in a common spreadsheet format (CSV, Excel, etc.) or as directed by the Engineer.

5. Furnish secure access to real-time WZDx Device Feed for the connected arrow board.

6. Ensure the status of the arrow board is communicated at the following rates and intervals as described below:

20SP-812Q-01

COS:SAH 2 of 2 12-05-24

A. Display changes within 1 minute.

B. Movement greater than 250 feet, within 1 minute.

C. Status check every 30 minutes.

d. Measurement and Payment. The completed work, as described, will be measured and paid for at the contract unit price using the following pay items:

Connected Arrow Board, Type C, Furn................................................................. Each Connected Arrow Board, Type C, Oper ................................................................ Each

1. Connected Arrow Board, Type C, Furn includes furnishing and installing one connected arrow board. The Department will pay for the maximum number of connected arrow boards in use at one time on the project.

2. Connected Arrow Board, Type C, Oper includes operating, furnishing valid real-time device feed and removing one connected arrow board. No additional payment will be made for relocating the device on the project. All communication costs and reporting requirements are considered included in the unit price.

X S

W K

E X S

W K

E X S

W K

G R

A S S

G R

A S S

G R

A S S

ASSUMED ELEV = 100.00

OF EB M-46 & HAMILTON ST

HYDRANT IN NORTH QUADRANT

ARROW ON DOME OF

BM #1

PPOLE

STOP/ONE WAY3

.4

.3

.0

.0

.3

.0

4.7'

5.0'

5.0'

5.0'

5.0'

5.0'

.0

5.0'

5.0'

10.2'

H M

A

.8

H M

A

.9

.9

.7

H M

A

.2

.2

.5

H M

A

.9

.8

.3

.2

.1

.8

.8

.9

.1

.3

.2

.6

.9

.9

.7

.1

.0

.0

.1

.3

.1

.3

.2

.0

.7

.2

GUTTER FILLED WITH HMA

BM #1

.6

.2

.2

.2

.6

4.8 6%

7.87%

.9

.7

4.00%

4.20%

0.20%

4.80%

4.80%

2.40%

3.82%

2.40%

1.80%

2.40%

3.60%

.5

.2

2.80%

1.80%

2.40%

7.20%

10.21%

.2

.6

.0

.8

.2

.0

.0

.4

.9

.0 % 9 .1

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

REM

TSC: DATE:DESIGN UNIT: MATULA BAY CITY

FILE:EASTBOUND.DGN

NORTH QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

CS: EASTBOUND M-46 AT HAMILTON ST

REMOVAL SHEET

A

M

IL

T O

N S

T

(S T E P H E N S S

T

M -46 E

A S T B O

U N

D

Sidewalk, RemSyd 22

REMOVAL QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

CR-R

LEGEND

97.55 5.00%

ASSUMED ELEV = 100.00

OF EB M-46 & HAMILTON ST

HYDRANT IN NORTH QUADRANT

ARROW ON DOME OF

BM #1

PPOLE

STOP/ONE WAY

.0

.3

.0 ' 5.0'

5.0'

5.0'

.0

5.0'

10.2'

.1

.8

.8

.9

.1

.3

.1

.3

.1

.3

.2

.0

.7

GUTTER FILLED WITH HMA

BM #1

.6

.2

4.80%

4.80%

2.40%

3.82%

2.40%

1.80%

2.80%

1.80% .6

.0

.8

.0

.0

.4

.0 % 9 .1

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

R A

M

PR

A M P

R A

M P

R A

M P

R A

M P

E X S

W K

E X S

W K

E X S

W K

G R

A S S

G R

A S S

G R

A S S

CON

FILE:EASTBOUND.DGN

NORTH QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

CONSTRUCTION SHEET

A

M

IL

T O

N S

T

(S T E P H E N S S

T

M -46 E

A S T B O

U N

D

Turf Establishment, PerformanceSyd 14

Curb Ramp, Conc, 4 inchSft 199

Detectable Warning SurfaceFt 15

CONSTRUCTION QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

.3

.0

4.7'

5.0'

5.0'

5.0'

.2

5.1 4%

7.0

7.59%

7.64'

.9

.8

0.20%

.6

CR-R

LEGEND

97.55 5.00%

.4

.5

.3

.4

.6

8.30%

6.80%

6.80%

.7

.7

5.60%

5.80% 2.00%

2.00%

.0

.0

.0

.1

CR-D

.0

5.0'

.0

.0

.4

.2

5.0'

.0 '5.0'

SLAB ELEV 98.17

MEET EX SIDEWALK

SLAB ELEV 98.07

MEET EX SIDEWALK

SLAB ELEV 98.08

MEET EX SIDEWALK

SLAB ELEV 97.24

MEET EX SIDEWALK

SLAB ELEV 97.23

MEET EX SIDEWALK

ELEV 97.98

MEET HMA

ELEV 97.85

MEET HMA

ELEV 97.27

MEET HMA

ELEV 96.91

MEET HMA

ELEV 97.27

MEET EX TC

.0

WARNING SURFACE

PLACE DETECTABLE

S

W K

G R

A S S

G R

A S S

PPOLE

STOP

.0

.5

.0

.0

.0

9.9'

6.8'

4.1'

4.1'

4.1'

.5

.8

.1

.0

.0

.0

.0

.8

.7

.9

.0

.1

ASSUMED ELEV = 100.00

OF EB M-46 & HAMILTON ST

HYDRANT IN NORTH QUADRANT

ARROW ON DOME OF

BM #1

GUTTER FILLED WITH HMA

B A D H

M A

.0

8.8' 2.84%

.1

.4

.6

.6

.4

7.32%

1.95%

2.44%

2.02%

0.00%

0.73%

0.73%

1.22%

1.62%

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

FILE:EASTBOUND.DGN

SOUTH QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

A

M

IL

T O

N S

T

(S T E P H E N S S

T

M -46 E

A S T B O

U N

D

Sidewalk, RemSyd 16

REMOVAL QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

RR

EXISTING W10-1

CR-R

CR-R

PPOLE

STOP

ASSUMED ELEV = 100.00

OF EB M-46 & HAMILTON ST

HYDRANT IN NORTH QUADRANT

ARROW ON DOME OF

BM #1

GUTTER FILLED WITH HMA

RAMP

RAMP

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

G R

A S S

G R

A S S

E X S

W K

FILE:EASTBOUND.DGN

SOUTH QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

A

M

IL

T O

N S

T

(S T E P H E N S S

T

M -46 E

A S T B O

U N

D

Turf Establishment, PerformanceSyd 18

Curb Ramp, Conc, 4 inchSft 146

Detectable Warning SurfaceFt 6

CONSTRUCTION QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

EXISTING W10-1

RR

8.8'

2.84% .0

.1

.0

.1

SLAB ELEV 95.72

MEET EX SIDEWALK

SLAB ELEV 95.84

MEET EX SIDEWALK

ELEV 96.18

MEET EX TC

ELEV 95.80

MEET HMA

ELEV 96.05

MEET HMA

ELEV 96.53

MEET EX TC

.8

.9

.0

.0

.5

.0

.0

.0

.0

1.91%

6.8'

5.0'3.60% 5.0'

0.00%

5.0'

0.00%

6.1'

6.1'

6.1'

6.1'

2.15%

1.24%

2.13%

2.13% .9

.0

4.00%

5.0'

.4

.0

CR-R

CR-R

LEGEND

97.55 5.00%

S

W K

E X S

W K

R E T W

A L L

R E T W

A

LL

G R

A S S

G R

A S S

G R

A S S

G R

A S S

S T

S

IG

N

PPOLE

5.0'

.0

.5

5.0'

.0

.6

5.6'

5.8'

.0

.0

.0

.0

.0

5.0'

5.0'

5.0'

4.6' .9

.8

.8

.9

.6

.3

.0

.3

.8

H

M A

.6

C

O N

C

.4

C

O N

C .5

H

M A

.8

.7

.8

.0

.3

.5

.0

.8

.7

.6

.7

.8

.7

.3

.0

.4

.8

ASSUMED ELEV = 100.00

OF EB M-46 & HAMILTON ST

HYDRANT IN NORTH QUADRANT

ARROW ON DOME OF

BM #1

.8

C T

R M

H

.5

.2

.0

.2

.2

.2

7.00%

4.80%

6.30% 7.00%

15.36%

8.20%

5.00%

5.00%

5.80%

18.28%

4.80%

3.60%

2.40%

2.40%

.2

.6

.8

.7

.2

.4

.4

.2

GUTTER FILLED WITH HMA

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

FILE:EASTBOUND.DGN

WEST QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

A

M

IL

T O

N S

T

(S T E P H E N S S

T

M -46 E

A S T B O

U N

D

Sidewalk, RemSyd 22

REMOVAL QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

CR-R

CR-R

CR-R

S

IG

N

PPOLE

E X S

W K

E X S

W K

R E T W

A L L

R E T W

A

LL

5.0'

.0

.0

.0

.0

.0

5.0'

.8

.7

.6

.7

.7

.3

.0 H

M A

.4

T

C

.8

C

O N

C

ASSUMED ELEV = 100.00

OF EB M-46 & HAMILTON ST

HYDRANT IN NORTH QUADRANT

ARROW ON DOME OF

BM #1

G R

A S S

G R

A S S

G R

A S S

G R

A S S

.8

C T

R M

H

.0

2.40%

2.40%

.2

.6

.2

.4

GUTTER FILLED WITH HMA

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

FILE:EASTBOUND.DGN

WEST QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

A

M

IL

T O

N S

T

(S T E P H E N S S

T

M -46 E

A S T B O

U N

D

Turf Establishment, PerformanceSyd 17

Curb Ramp, Conc, 4 inch 196 Sft

Detectable Warning SurfaceFt 10

CONSTRUCTION QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

.5

5.8'

.5

18.28%

.8

2.00%

2.00% 97.90

98.24 7.39%

98.61

7.40%

7.40%

.1

7.61%

7.80%

7.80%

.5

.2

.0

.1

ELEV 97.83

MEET EX HMA

ELEV 97.59

MEET EX HMA

SLAB ELEV 97.82

MEET EX SIDEWALK

SLAB ELEV 98.00

MEET EX SIDEWALK

SLAB ELEV 98.98

MEET EX SIDEWALK

SLAB ELEV 98.97

MEET EX SIDEWALK

ELEV 98.31

MEET EX TC

ELEV 97.87

MEET EX TC

.2

SLAB ELEV 97.30

MEET EX SIDEWALK

SLAB ELEV 97.49

MEET EX SIDEWALK1

.2

.4

5.0'

5.0'

4.6'

.0

.0

.6

.0

5.0'

5.0'

.4

.0

4.80%

.2

5.0'

.0 '3.60%

CR-R

CR-R

CR-R

LEGEND

97.55 5.00%

WARNING SURFACE

PLACE DETECTABLE

WARNING SURFACE

PLACE DETECTABLE

.0 ' 5.6'

15.36%

97.74

97.80

SLAB ELEV 97.74

MEET EX SIDEWALK

SLAB ELEV 97.09

MEET EX SIDEWALK

WMV

EX SW

K

G

RASS

G

RASS

RR SIGNAL

PPOLE STOP

PPOLE

BM #2

HYD

.3

97.09

97.15

97.37

97.63

97.66

97.66

97.66

97.57

97.60

97.62

97.65

97.70

.0

.5

HMA JOINT

ASSUMED ELEV = 100.00

OF EB M-46 & NIAGARA ST

HYDRANT IN WEST QUADRANT

ARROW ON OPERATING NUT OF

BM #2

97.32

.0

.2

.8

.2

6.5'

5.6'

3.5'

4.5'

4.6'

9.0'

.8

.2

.6

0.62%

0.00%

0.00%

0.67%

5.22%

0.46%

0.36%

0.86%

1.33%

10.87%

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

FILE:EASTBOUND.DGN

WEST QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

CS: EASTBOUND M-46 AT NIAGARA ST

IA

G A R

A S

T

(STEPHENS ST)

M

-46 EASTBO

UND

Sidewalk, RemSyd 8

REMOVAL QUANTITIES FOR INFO ONLYEXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

R A

IL

W A Y

H U R

O N A

N D E

A S T E R

CR-R

CR-R

WMV

RR SIGNAL

PPOLE STOP

PPOLE

BM #2

HYD

EX SW

K

97.66

97.57

97.60

97.70

.0

HMA JOINT

ASSUMED ELEV = 100.00

OF EB M-46 & NIAGARA ST

HYDRANT IN WEST QUADRANT

ARROW ON OPERATING NUT OF

BM #2

97.32

6.5'

5.6'

.2

.6

0.62%

0.00%

0.46%

0.36%

RAMP

RAMP

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

G

RASS

G

RASS

FILE:EASTBOUND.DGN

WEST QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

IA

G A R

A S

T

(STEPHENS ST)

M

-46 EASTBO

UND

Turf Establishment, PerformanceSyd 15

Curb Ramp, Conc, 4 inchSft 73

Detectable Warning SurfaceFt 5

CONSTRUCTION QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

R A

IL

W A Y

H U R

O N A

N D E

A S T E

.0

.2

.8

.4

.5

.0

.5

.6

1.00%

3.0'

1.20%

5.0'

4.67%

9.0'

4.6'

8.26%5.0'

1.40%

3.0'

2.67%

.8

CR-R

SLAB ELEV 97.66

SIDEWALK

MEET EX

SLAB ELEV 97.62

SIDEWALK

MEET EX

ELEV 97.15

MEET EX TCELEV 97.37

MEET EX TC

ELEV 97.31

MEET EX TC

ELEV 97.09

MEET EX TC

CR-R

LEGEND

97.55 5.00%

C

E V

R O

N

WMV

EX SW

K

GRASS

GRASS

S L A B

R A

IL

R O

A D

C O

N C

STOP

MERGE ARROW

.3

.4

.3

.3

.3

.24

.3

.2

.3

.2

.2

.3

.3

HMA JOINT

4.9'

5'

4.9'

4.8'

4.2'

ASSUMED ELEV = 100.00

OF EB M-46 & NIAGARA ST

HYDRANT IN WEST QUADRANT

ARROW ON OPERATING NUT OF

BM #2

3.8'

.8

.8

.2

.8

3.42% .2

.3

3.06%

2.80%

0.61%

1.88%

0.24%

0.20%

1.02%

2.50%

1.43%

.1

.5

.5

5'

4.9'

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

FILE:EASTBOUND.DGN

SOUTH QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

IA

G A R

A S

T R

A

IL

W A Y

H U R

O N A

N D E

A S T E

(STEPHENS ST)

M-46 EASTBOUND

Sidewalk, RemSyd 8

REMOVAL QUANTITIES FOR INFO ONLYEXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

CR-R

C

E V

R O

N

STOP

EX SW

K

MERGE ARROW

.3

.4

.3

.3

HMA JOINT

4.8'

4.2'

ASSUMED ELEV = 100.00

OF EB M-46 & NIAGARA ST

HYDRANT IN WEST QUADRANT

ARROW ON OPERATING NUT OF

BM #2

.8

.8

%1.88%

0.24%

2.50%

1.43%

R A

M P

SIDEWALK REMOVAL

GUTTER FILLED WITH HMA

SURFACE

DETECTABLE WARNING

CURB RAMP

LANDING

RAMP

97.34 EXIST ELEV OR SLOPE

PROP ELEV OR SLOPE

5.00%

CURB RAMP TYPE

R A

M P

S L A B

R A

IL

R O

A D

C O

N C

FILE:EASTBOUND.DGN

SOUTH QUADRANT ADA RAMP

0 10

HORZ. (FT)

Michigan Department of Transportation

SECT

IA

G A R

A S

T R

A

IL

W A Y

H U R

O N A

N D E

A S T E

(STEPHENS ST)

M-46 EASTBOUND

Turf Establishment, PerformanceSyd 17

Curb Ramp, Conc, 4 inchSft 71

Detectable Warning SurfaceFt 5

CONSTRUCTION QUANTITIES FOR INFO ONLY

EXISTING CURB & GUTTER

CONTRACTOR WILL NOT DAMAGE

NOTE:

SLAB ELEV 97.32

MEET EX RAILROAD

4.9'

4.9'

5.0'

.3 23.8'

.1

.5

0.20%

0.41%

0.26%

0.41%

0.61%

0.40%

.3

.3

.2

.2

%1 .0

%0 .8

12'M

IN

SLAB ELEV 97.35

MEET EX RAILROAD

SLAB ELEV 97.31

MEET EX SIDEWALK

SLAB ELEV 97.25

MEET EX SIDEWALK

4.9'

5.0'

.0

CR-R

LEGEND

97.55 5.00%

W20-1

WORK

AHEAD

W20-1

ROAD

WORK

AHEAD

W20-5

AHEAD

CLOSED

RIGHT LANE

D D

D

D

L B

W O

R K

A R

E A

V A

R I E

S

S H

O U

L D

E R

S H

O U

L D

E R

KEY

NO SPEED REDUCTION

UNDIVIDED MULTI-LANE ROADWAY,

FOR A ONE-LANE CLOSURE ON AN

TYPICAL TEMPORARY TRAFFIC CONTROL

D D

ROAD WORK

END

ROAD WORK

END

D

D

PLUS ADDITIONAL R2-1’s

THROUGHOUT WORK AREA

BEGINS

ZONE

WORK

R5-18c

BEGINS

ZONE

WORK

R5-18c

SPEED

LIMIT

R2-1

X X

SPEED

LIMIT

R2-1

X X

SPEED

LIMIT

R2-1

X X

SPEED

LIMIT

R2-1

X X

CON:AE:djf

W4-2

CHANNELIZING DEVICES

LIGHTED ARROW PANEL

TRAFFIC FLOW

1 2 BMM:CRB M0240a

PW RD/TS/Typicals/Signs/MT NON FWY/M0240a.dgn

SIGN = 136 ft2 - TYPE B

OCTOBER 2011

SPEED LIMIT

REFLECTS EXISTING

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

SIGNS ARE NOT IN PLACE.

CROSSROADS IF PERM ANENT

AS INDICATED AND AFTER ALL

PLACE THROUGHOUT W ORK AREA

SIGNS ARE NOT IN PLACE.

M AJOR CROSSROADS IF PERM ANENT

AS INDICATED AND AFTER ALL

PLACE THROUGHOUT W ORK AREA

10/11/2011

MAINTAINING TRAFFIC

TYPICAL

SHEET

Michigan Department of Transportation

FILE:

OF

TRAFFIC AND SAFETY

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV. NOT TO SCALE

NOTES

2. ALL NON-APPLICABLE SIGNING WITHIN THE CIA SHALL BE MODIFIED TO FIT CONDITIONS, COVERED OR REMOVED.

DISTANCES BETWEEN SIGNS, THE VALUES FOR WHICH ARE SHOWN IN TABLE D, ARE APPROXIMATE AND MAY NEED

ADJUSTING AS DIRECTED BY THE ENGINEER.

3.

8.

CONDUCTED IN THE BUFFER AREA.

WHEN BUFFER AREAS ARE ESTABLISHED, THERE SHALL BE NO EQUIPMENT OR MATERIALS STORED OR WORK

26.

OF THE TAPER AS POSSIBLE.

LIMITATIONS RESTRICT ITS PLACEMENT AS INDICATED, THEN IT SHALL BE PLACED AS CLOSE TO THE BEGINNING

THE LIGHTED ARROW PANEL SHALL BE LOCATED AT THE BEGINNING OF THE TAPER AS SHOWN. WHEN PHYSICAL

NO SPEED REDUCTION

UNDIVIDED MULTI-LANE ROADWAY,

FOR A ONE-LANE CLOSURE ON AN

TYPICAL TEMPORARY TRAFFIC CONTROL

21. ALL EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH EITHER PROPOSED CHANGES IN TRAFFIC PATTERNS

OR PROPOSED TEMPORARY TRAFFIC MARKINGS, SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC

PATTERN. EXCEPTION WILL BE MADE FOR DAYTIME-ONLY TRAFFIC PATTERNS THAT ARE ADEQUATELY DELINEATED BY

OTHER TRAFFIC CONTROL DEVICES.

SIGN SIZES

4E. THE MAXIMUM RECOMMENDED DISTANCE(S) BETWEEN CHANNELIZING DEVICES SHOULD BE EQUAL IN FEET TO THE

POSTED SPEED IN MILES PER HOUR ON TAPER(S) AND TWICE THE POSTED SPEED IN THE PARALLEL AREA(S).

R2-1 REGULATORY - 48" x 60"

R5-18c REGULATORY - 48" x 48"

3A. THE "WORK ZONE BEGINS" (R5-18c) SIGN SHALL BE USED ONLY IN THE INITIAL SIGNING SEQUENCE IN THE WORK

ZONE. SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE SHALL OMIT THIS SIGN AND THE QUANTITIES SHALL BE

ADJUSTED APPROPRIATELY.

CON:AE:djf

2 2 BMM:CRB

DIAMOND WARNING - 48" x 48"

OCTOBER 2011

PW RD/TS/Typicals/Signs/MT NON FWY/M0240a.dgn

M0240a

1B. D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES

L = MINIMUM LENGTH OF TAPER

B = LENGTH OF LONGITUDINAL BUFFER

M0020aSEE FOR "D," "L," AND "B" VALUES

10/11/2011

6.

FLASHER, SHOWN ON THE WARNING SIGNS, SHALL BE POSITIONED ON THE SIDE OF THE SIGN NEAREST THE ROADWAY.

WHEN CALLED FOR IN THE FHWA ACCEPTANCE LETTER FOR THE SIGN SYSTEM SELECTED, THE TYPE A WARNING

7.

ONLY DESIGNS AND MATERIALS APPROVED BY MDOT WILL BE ALLOWED.

SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND APPLICABLE SPECIAL PROVISIONS.

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

SHALL MEET NCHRP 350 CRASHWORTHLY REQUIREMENTS STIPULATED IN THE CURRENT EDITION OF THE

ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS AND LIGHTING REQUIREMENTS

FOR OVERNIGHT CLOSURES, TYPE III BARRICADES SHALL BE LIGHTED.5.

MAINTAINING TRAFFIC

OF

TRAFFIC AND SAFETY

PLAN DATE:

W20-1

WORK

AHEAD

W20-5

AHEAD

CLOSED

RIGHT LANE

D D

D L

B W

O R

K A

R E

A V

A R

I E

S

S H

O U

L D

E R

KEY

S H

O U

L D

E R

W20-5

AHEAD

CLOSED

RIGHT LANE

W20-1

ROAD

WORK

AHEAD

ROADWAY, NO SPEED REDUCTION

FOR A ONE-LANE CLOSURE ON A DIVIDED

TYPICAL TEMPORARY TRAFFIC CONTROL

D D

BEGINS

ZONE

WORK

R5-18c

BEGINS

ZONE

WORK

R5-18c

PLUS ADDITIONAL R2-1’s

THROUGHOUT WORK AREA

ROAD WORK

END

ROAD WORK

END

SPEED

LIMIT

R2-1

X X

SPEED

LIMIT

R2-1

X X

SPEED

LIMIT

R2-1

X X

W4-2 W4-2

CON:AE:djf

ARE NOT IN PLACE.

CROSSROADS IF PERMANENT SIGNS

INDICATED AND AFTER ALL MAJOR

PLACE THROUGHOUT WORK AREA AS

CHANNELIZING DEVICES

LIGHTED ARROW PANEL

TRAFFIC FLOW

1 2 BMM:CRB M0730a

PW RD/TS/Typicals/Signs/MT NON FWY/M0730a.dgn

SIGN = 168 ft2 - TYPE B

OCTOBER 2011

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

REFLECTS EXISTING SPEED LIMIT

10/26/2011

MAINTAINING TRAFFIC

OF

TRAFFIC AND SAFETY

PLAN DATE:

NOTES

2. ALL NON-APPLICABLE SIGNING WITHIN THE CIA SHALL BE MODIFIED TO FIT CONDITIONS, COVERED OR REMOVED.

DISTANCES BETWEEN SIGNS, THE VALUES FOR WHICH ARE SHOWN IN TABLE D, ARE APPROXIMATE AND MAY NEED

ADJUSTING AS DIRECTED BY THE ENGINEER.

3.

8.

CONDUCTED IN THE BUFFER AREA.

WHEN BUFFER AREAS ARE ESTABLISHED, THERE SHALL BE NO EQUIPMENT OR MATERIALS STORED OR WORK

26.

OF THE TAPER AS POSSIBLE.

LIMITATIONS RESTRICT ITS PLACEMENT AS INDICATED, THEN IT SHALL BE PLACED AS CLOSE TO THE BEGINNING

THE LIGHTED ARROW PANEL SHALL BE LOCATED AT THE BEGINNING OF THE TAPER AS SHOWN. WHEN PHYSICAL

ROADWAY, NO SPEED REDUCTION

FOR A ONE-LANE CLOSURE ON A DIVIDED

TYPICAL TEMPORARY TRAFFIC CONTROL

21. ALL EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH EITHER PROPOSED CHANGES IN TRAFFIC PATTERNS

OR PROPOSED TEMPORARY TRAFFIC MARKINGS, SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC

PATTERN. EXCEPTION WILL BE MADE FOR DAYTIME-ONLY TRAFFIC PATTERNS THAT ARE ADEQUATELY DELINEATED BY

OTHER TRAFFIC CONTROL DEVICES.

4E. THE MAXIMUM RECOMMENDED DISTANCE(S) BETWEEN CHANNELIZING DEVICES SHOULD BE EQUAL IN FEET TO THE

POSTED SPEED IN MILES PER HOUR ON TAPER(S) AND TWICE THE POSTED SPEED IN THE PARALLEL AREA(S).

SIGN SIZES

3A. THE "WORK ZONE BEGINS" (R5-18c) SIGN SHALL BE USED ONLY IN THE INITIAL SIGNING SEQUENCE IN THE WORK

ZONE. SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE SHALL OMIT THIS SIGN AND THE QUANTITIES SHALL BE

ADJUSTED APPROPRIATELY.

CON:AE:djf

2 2 BMM:CRB

R2-1 REGULATORY - 48" x 60"

R5-18c REGULATORY - 48" x 48"

DIAMOND WARNING - 48" x 48"

PW RD/TS/Typicals/Signs/MT NON FWY/M0730a.dgn

OCTOBER 2011

M0730a

1B. D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES

L = MINIMUM LENGTH OF TAPER

B = LENGTH OF LONGITUDINAL BUFFER

M0020aSEE FOR "D," "L," AND "B" VALUES

10/26/2011

6.

FLASHER, SHOWN ON THE WARNING SIGNS, SHALL BE POSITIONED ON THE SIDE OF THE SIGN NEAREST THE ROADWAY.

WHEN CALLED FOR IN THE FHWA ACCEPTANCE LETTER FOR THE SIGN SYSTEM SELECTED, THE TYPE A WARNING

7.

ONLY DESIGNS AND MATERIALS APPROVED BY MDOT WILL BE ALLOWED.

SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND APPLICABLE SPECIAL PROVISIONS.

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

SHALL MEET NCHRP 350 CRASHWORTHLY REQUIREMENTS STIPULATED IN THE CURRENT EDITION OF THE

ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS AND LIGHTING REQUIREMENTS

FOR OVERNIGHT CLOSURES, TYPE III BARRICADES SHALL BE LIGHTED.5.

MAINTAINING TRAFFIC

OF

TRAFFIC AND SAFETY

PLAN DATE:

PAVEMENT MARKING CONVOY

WATERBORNE PAINT

TYPICALS FOR

CENTER LANE FOR LEFT TURN AND

NON-FREEWAY LANELINES (ALL REGIONS)

1. ALL VEHICLES SHALL BE EQUIPPED WITH:

a. TWO ROTATING YELLOW BEACONS OR

STROBES VISIBLE FROM ANY APPROACH

ANGLE

b. TYPE B OR C FLASHING ARROW PANEL

AS SHOWN

c. "WET PAINT" SIGN AS SHOWN

2. ATTENUATED VEHICLE(S) SHALL WEIGH AT

LEAST 10,000 LBS. AND BE LOCATED AS SHOWN.

6. DASHED LINE DENOTES OPTIONAL VEHICLE.

TYPICAL MIN. 10,000 LBS.

VEHICLE WITH TRUCK

MOUNTED ATTENUATOR

TYPICAL APPLICATION VEHICLE

TYPICAL CONE PLACEMENT

WET PAINT

WET PAINT

WET PAINT

WITH TRUCK MOUNTED ATTENUATOR

WET PAINT

D

IS

T A

N C

E T

O P

R O

V

ID

E

T R

A C

K -F

R E

E L

IN

E

M A

X

IM

U M

TYPICAL CONE RETRIEVAL VEHICLE

M A

X

IM

U M

M A

X

IM

U M

TYPICAL MIN. 10,000 LBS. VEHICLE

VEHICLE

WET PAINT

ABG

pw:rd/ts/signs/pave markings/PMC13e.dgn

11/17/2009 KL PMC13e 1 1

3. BOTH THE CONE PLACEMENT AND CONE RETRIEVAL

VEHICLES MAY BE INCORPORATED INTO THE VEHICLE

EQUIPPED WITH THE TRUCK MOUNTED ATTENUATOR.

CONES SHOULD BE PLACED 100’ APART.

18. LANE LINE MAY NOT BE APPLIED AT THE SAME

TIME AS THE CENTER LINE IN 3 LANE NON-FREEWAY

SECTIONS.

20. REFER TO PMC22e FOR ADDITIONAL CONVOY

SIGNING REQUIREMENTS

TRAFFIC AND SAFETY

DIVISION

File:

Drawn by: OF Rev. Date: