Attachment A M-46 (Center to Elm) Specs.pdf

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DRAWING SHEET

TSC: DATE:DESIGN UNIT: 1-30-24 BAY CITY

FILE:

MILL AND RESURFACE

M-46 (CENTER RD TO ELM STREET)

TITLE SHEET

NO SCALE

Michigan Department of Transportation

SECT

SAGINAW COUNTY

SAGINAW TOWNSHIP & CITY OF SAGINAW

ROUTE: M-46

MICHIGAN DEPARTMENT OF TRANSPORTATION

CSX R.R.

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M-46

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MDOT Maintenance Project Log

Job Location:

On M-46 (Center Road to Elm Street) 1.60 miles, Saginaw Township and City of Saginaw, Saginaw County.

POB Sta 0+55 is at 10 feet west of westbound stop bar.

POE Sta 84+66 is at 60 feet West of Centerline of Elm Street.

Stationing Information:

Centerline of Center Street is at station 0+00.

Centerline of Elms Street is at station 85+26.

Project Schedule:

Work may begin immediately after receiving approval from MDOT. Work to be completed between April 15, 2024, to May 16, 2024. Once work starts, must be com pleted in 5 consecutive days. Notice must be provided to Dan Senske at 989-233-105 3 a minimum of three (3) calendar days prior to beginning work.

Description of work:

The work shall consist of 1.60 miles of 2” Cold Milling HMA Surface, 2“ HMA Paving of 4 lanes and pavement markings. Work shall include milling off and repaving HMA above curb and gutter. (HMA, 5EML, High Stress: PG 64-28, AWI: 260)

Maintaining Traffic:

Traffic control devices and equipment will be supplied and laid out by the contractor and should be maintained per typical m0240a and m0270a.

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

Traffic may not drive on milled surfaces.

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

Any flag operations/lane closures shall have a 1-mile maximum limit, or as directed by Engineer.

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 plan review meeting with the low bid contractor.

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

Estimated Quantities:

Pay Item

Quantity

Unit

Price/Unit

Cost

Dr Structure Cover, Adj, Case 1 10 Ea _________ __________________

Cold Milling HMA Surface 49,219 Syd _________ __________________

HMA, 5EML, High Stress 5,414 Ton _________ __________________

Cold Milling Conc Pavt 20 Syd _________ __________________

Pavt Mrkg, Ovly Cold Plastic, 24 inch, Stop Bar 206 Ft _________ __________________

Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arrow Sym 4 Ea _________ __________________

Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arrow Sym 8 Ea _________ __________________

Pavt Mrkg, Ovly Cold Plastic, School 6 Ea _________ __________________

Pavt Mrkg, Polyurea, 6 inch, Crosswalk 490 Ft _________ __________________

Pavt Mrkg, Polyurea, 6 inch, White 4,900 Ft _________ __________________

Pavt Mrkg, Polyurea, 6 inch, Yellow 19,300 Ft _________ __________________

Recessing Pavt Mrkg, Longit 24,200 Ft _________ __________________

Recessing Pavt Mrkg, Transv 1,065 Sft _________ __________________

Monument Box 1 Ea _________ __________________

Monument Preservation 10 Ea _________ __________________

Protect Corners 10 Ea _________ __________________

Channelizing Device, 42 in, Furn 125 Ea _________ __________________

Channelizing Device, 42 in, Oper 125 Ea _________ __________________

Lighted Arrow, Type C, Furn 2 Ea _________ __________________

Lighted Arrow, Type C, Oper 2 Ea _________ __________________

Minor Traf Devices 1 Ls _________ __________________

Sign, Type B, Temp, Prismatic, Furn 300 Sft _________ __________________

Sign, Type B, Temp, Prismatic, Oper 300 Sft _________ __________________

Traf Regulator Control 1 LS _________ __________________

Pavt Mrkg, Wet Reflective, Type R, White, Temp 400 Ft _________ __________________

Pavt Mrkg, Wet Reflective, Type R, Yellow, Temp 700 Ft _________ __________________

Total Cost ________________

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.

Federal ID # _________________________

Signature____________________________ Date

20SP-403A-02

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

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:

Pay Item Pay Unit

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

W20-1

ROAD

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

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:

W

R K

A R

E A

V A

R I E

S

D D

D D

D B

B L

L

W20-1

ROAD

WORK

AHEAD

W20-1

ROAD

WORK

AHEAD

S H

O U

L D

E R

S H

O U

L D

E R

KEY

W20-5

AHEAD

CLOSED

LEFT LANE

W20-5

AHEAD

CLOSED

LEFT LANE

NO SPEED REDUCTION

ROADWAY,(NO CLFLTO)

OF A MULTI-LANE UNDIVIDED

FOR CLOSING THE CENTER TWO LANES

TYPICAL TEMPORARY TRAFFIC CONTROL

100 ft MINIMUM

100 ft MINIMUM

D D

BEGINS

ZONE

WORK

R5-18c

ARE NOT IN PLACE.

CROSSROADS IF PERMANENT SIGNS

INDICATED AND AFTER ALL MAJOR

PLACE THROUGHOUT WORK AREA AS

D D

D

ARE NOT IN PLACE.

CROSSROADS IF PERMANENT SIGNS

INDICATED AND AFTER ALL MAJOR

PLACE THROUGHOUT WORK AREA AS

BEGINS

ZONE

WORK

R5-18c

ROAD WORK

END

ROAD WORK

END

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

W4-2

CHANNELIZING DEVICES

LIGHTED ARROW PANEL

TRAFFIC FLOW

1 2 BMM:CRB M0270a

PW RD/TS/Typicals/Signs/MT NON FWY/M0270a.dgn

SIGN = 168 ft2 - TYPE B

PLUS ADDITIONAL R2-1s

THROUGHOUT WORK AREA.

OCTOBER 2011

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

SPEED LIMIT

REFLECTS EXISTING

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

10/12/2011

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

BEGINNING OF THE MERGING TAPER AS POSSIBLE.

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

THE LIGHTED ARROW PANEL SHALL BE LOCATED AT THE BEGINNING OF THE MERGING TAPER AS SHOWN. WHEN26C.

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.

NO SPEED REDUCTION

ROADWAY,(NO CLFLTO)

OF A MULTI-LANE UNDIVIDED

FOR CLOSING THE CENTER TWO LANES

TYPICAL TEMPORARY TRAFFIC CONTROL

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

R5-18c REGULATORY - 48 " x 48 "

R2-1 REGULATORY - 48 " x 60 "

DIAMOND WARNING - 48 " x 48 "

OCTOBER 2011

PW RD/TS/Typicals/Signs/MT NON FWY/M0270a.dgn

M0270a

1B. D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES

L = MINIMUM LENGTH OF TAPER

B = LENGTH OF LONGITUDINAL BUFFER

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

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

AND 25 FEET IN THE DOWNSTREAM TAPER AREA(S).

POSTED SPEED IN MILES PER HOUR ON MERGING TAPER(S), TWICE THE POSTED SPEED IN THE PARALLEL AREA(S), 10/12/2011

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: