205198 - Bundle #6_Exterior Attachments A-C (reduced).pdf

PDF 6 MB Posted May 4, 2021

Attached to: Rest Area ADA Improvement Lower Northwest Peninsula-EXTERIOR
Solicitation number: RFP 591 210000001618 3
Issued by: Oscoda County, Traverse City, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is a contract document bundle from the Michigan Department of Transportation (MDOT) for exterior improvements at multiple rest areas across western and central Michigan. The project covers ADA standards improvements at thirteen rest area facilities located on I-96, I-196, US-31, and US-131 across Allegan, Kent, Mason, Mecosta, Montcalm, Muskegon, Oceana, Osceola, Ottawa, and Wexford counties. The work includes construction of sidewalk ramps, curb modifications, detectable warning surfaces, and related accessibility improvements at the Tustin (305-R), Cadillac (306-R), Ludington (328-R), Muskegon (501-R), Fruitport (502-R), Walker (503-R), Rockford (525-R), Zeeland (528-R), Hart (530-R), Morley (533-R), Big Rapids (534-R), and Glenn (726-R) rest areas. Work must begin no earlier than June 7, 2021, and must be completed by November 12, 2021. A preconstruction meeting with the Engineer, Jason Early, P.E., at MDOT Lansing TSC is required after contract award and prior to work commencement.

The contract includes substantial coordination requirements with multiple MDOT divisions and external utilities. Contractors must contact MISS DIG System at least three business days before excavation, coordinate with the MDOT Grand Region Coordinator (616-456-3281) for lighting work five business days in advance, contact the MDOT ITS Operations Center (517-241-4000) for traffic signal and equipment coordination five business days ahead, and coordinate electrical systems with MDOT maintenance representatives. Additional coordination is required with MDOT Operations Field Service Division for sign relocations and with concurrent interior work contractors at rest areas. Liquidated damages will be assessed for failure to meet the November 12, 2021 completion date, and contractors are required to submit a Progress Schedule and attend a post-construction review meeting as directed by the Engineer. Work must comply with Michigan Department of Transportation 2012 Standard Specifications and ADA standards. MDOT also anticipates a separate crush and shape job along US-131 beginning in spring 2022 that contractors should coordinate with accordingly.

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Other files

File	Type	Posted
Schedule B_Pricing.docx	DOCX document	May 4, 2021
standard_contract_terms.docx	DOCX document	May 4, 2021
Statement of Work.docx	DOCX document	May 4, 2021
Bundle #6_RFP_Exterior_Amendment Document _ld.docx	DOCX document	May 4, 2021
205198 - Bundle #6_Exterior Attachments D-E.pdf	PDF	May 4, 2021
Amendmenet 1_ Bundle #6_Exterior _Instructions and Statement of Work.docx	DOCX document	May 4, 2021

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Attachments

A. Progress Clause

B. Coordination Clause

C. Exterior Work Plan

D. Maintenance of Traffic

E. Special Provisions

a. Unique Special Provisions

b. Frequently Used Special Provisions

c. Errata to the 2012 Standard Specifications

Attachment A

Contract ID: Various-205198

PROGRESS CLAUSE: Submit a Progress Schedule. The Engineer for this project is as follows:

Jason Early, P.E.

MDOT Lansing TSC 2700 Port Lansing Road Lansing, MI 48906 517-342-4265 earlyj1@michigan.gov

After receiving Notice of Award, start work on the date approved by the Engineer, which date must be no earlier than June 7, 2021. In no case, may any work be commenced prior to receipt of formal notice of award by the Department.

The entire project must be completed on or before the final completion date of

November 12, 2021.

Failure by the Contractor to meet the final completion date will result in the assessment of liquidated damages in accordance with subsections 108.10.C.1 and 108.10.C.2 of the Standard Specifications for Construction and the Special Provision for Liquidated Damages for Other Department Costs. Liquidated damages will be assessed for failure to meet the final completion date. Liquidated damages will continue to be assessed for each calendar day that the work associated with the completion date remains incomplete, even if these days extend into or beyond seasonal suspension, unless approved otherwise by the Engineer.

Unless specific pay items are provided in the contract any extra costs incurred by the Contractor due to cold-weather protection and winter grading will not be paid for separately, but will be included in the payment of other pay items in the contract.

After award and prior to the start of work, the Contractor must attend a preconstruction meeting with the Engineer. The Engineer will determine the day, time and place for the preconstruction meeting. The meeting will be conducted after project award and may be rescheduled if there are delays in the award of the project.

The named subcontractor(s) for, Designated and/or Specialty Items, as shown in the proposal, is(are) recommended to be at the preconstruction meeting if such items materially affect the work schedule.

The Contractor may be required to meet with Department representatives for a post-construction review meeting, as directed by the Engineer. The Engineer will schedule the meeting.

Failure on the part of the Contractor to carry out the provisions of this Progress Clause may be considered sufficient cause to prevent bidding future projects.

Attachment B

Attachment B - Coordination Clause

MISS DIG SYSTEM:

Existing underground utilities are anticipated to be throughout job sites. For the protection of underground utilities and in conformance with MCL 460.171 et seq, contact MISS DIG System a minimum of 3 work days prior to excavating (excluding weekends and holidays).

MDOT MAINTENANCE FREEWAY LIGHTING:

MDOT currently has existing lighting along Rest Area roadway ramps, parking lots, and walkways. Contact the Grand Region Coordinator (616-456-3281) for any coordination of work at a minimum of 5 days in advance for staking requests, excluding weekends and holidays.

MDOT ITS OPERATIONS CENTER:

MDOT currently has existing traffic signals and ITS, which are not a part of Miss Dig, which include traffic cameras, changeable message signs, detection equipment, fiber optic cable, other sensors and related communication cables and equipment in, over, or along the roadway. Contact the statewide MDOT ITS Operations Center (517-241-4000) for coordination of work at least 5 days in advance for staking requests, excluding weekends and holidays.

MDOT ELECTRICAL SYSTEMS:

MDOT has other electrical systems in, over, or along the roadway. Contractors shall contact the maintenance representative at the MDOT Region / TSC Office to have MDOT electrical systems staked, at a minimum of 5 days in advance (excluding weekends and holidays).

MDOT REGION COORDINATION:

Coordinate with each MDOT Region with respect to each project site prior to work being performed. Submit MDOT Form 5300 to respective region email address(es) on the form.

LAWN SPRINKLER SYSTEMS AND LANDSCAPING:

Some planting beds may have irrigation. The Contractor must locate irrigation prior to beginning excavation.

Any irrigation that is impacted as a result of the Contract Activities or Contractor operations must be repaired.

This work is included in other items of the project.

MDOT OPERATIONS FIELD SERVICES DIVISION:

MDOT has permanent signing throughout job sites. Some require relocation and installation. Coordinate sign relocations with the MDOT Operations Field Service Division Statewide Sign Shop, Lansing, which can be contacted at 517-322-3357.

PROJECT COORDINATION:

MDOT will have a separate contract, working in conjunction of this project, for interior work at all Rest Areas stated in this contract. Simultaneous work on rest areas is not required for this project, but should be anticipated.

Coordinate with the Contractor working on interior improvements in the case simultaneous work occurs.

MDOT will have an crush & shape job along US-131 beginning in the spring of 2022 (JN 201139). Coordinate with the corresponding contractors performing the job in the upcoming year.

Attachment C

MICHIGAN DEPARTMENT OF TRANSPORTATION

ACT (ADA) STANDARDS.

IMPROVEMENTS AT THE REST AREAS TO MEET THE AMERICANS WITH DISABILITIES

CONTRACT FOR:

MILES:

VERSION #17.

CONSTRUCTION. MILEPOST (MP) DATA ARE FROM MICHIGAN GEOGRAPHIC FRAMEWORK

THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS FOR

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

TSC:

DATE:

DESIGN UNIT:

DRAWING SHEET

12/10/20

SPARE

LANSING

SECT 1

PAUL C. AJEGBA, P.E. - DIRECTOR

Michigan Department of Transportation

COUNTY KEY

COUNTIES

TITLEBLOCK)

(SEE ADJACENT

MICHIGAN DEPARTMENT OF TRANSPORTATION

THESE PLANS WERE PREPARED FOR THE

JOB NO. CONTROL SEC SECTION FED AID PROJ

205198

616-574-8500

GRAND RAPIDS, MI 49506

3950 SPARKS DR SE

AECOM

CHARLIE STEIN, P.E. - PROJECT MANAGER DATE

ROUTE: I-96, I-196, US-31 & US-131

OCEANA, OSCEOLA, OTTAWA & WEXFORD COUNTIES

ALLEGAN, KENT, MASON, MECOSTA, MONTCALM, MUSKEGON,

& ZEELAND CHARTER TOWNSHIPS

CLAM LAKE, CROCKERY, DALTON, HART, REYNOLDS, SUMMIT,

CITY OF WALKER, ALGOMA, BIG RAPIDS, BURDELL, CASCO,

20 20

WEXFORD CO.

CADILLAC

OSCEOLA CO.

O S

C E

O L

C O

LAKE CO.

MASON CO.

LAKE CO.

M A

L A

K E

OCEANA CO.

O C

E A

NEWAYGO CO.

N E

W A

Y G

N E

W A

Y G

MECOSTA CO.

M E

C O

S T

MUSKEGON CO.

KENT CO.

K E

MONTCALM CO.

M O

N T

C A

M O

N T

C A

OTTAWA CO.

O T

T A

ALLEGAN CO.

A L L E

REED CITY

MANTON

EVART

MARION

BALDWIN

SCOTTVILLE

LUDINGTON

HART

SHELBY

PARK

WOODLAND

FREMONT

NEWAYGO

GREENVILLE

EDMORE

RAPIDS

BIG

MUSKEGON

HOLLAND

ZEELAND

WHITEHALL

RAPIDS

GRAND

WAYLAND

ALLEGAN

306-R, NB US-131

CADILLAC REST AREA

726-R, NB I-196

GLENN REST AREA

528-R, NB I-196

ZEELAND REST AREA

502-R, WB I-96

AREA/NUNICA

FRUITPORT REST

503-R, EB I-96

AREA/MARNE

WALKER REST

US-131

AREA 525-R, SB

ROCKFORD REST

US-31

328-R, NB

REST AREA

LUDINGTON

US-131

(RUSTIC) 305-R, SB

TUSTIN REST AREA

US-131

AREA 534-R, SB

BIG RAPIDS REST

533-R, NB US-131

MORLEY REST AREA

SB US-31

AREA 530-R,

HART REST

SB US-31

AREA 501-R,

MUSKEGON REST

MAXIMUM SIDE FLARE SLOPE

REDUCED TO ACCOMMODATE

FULL CURB HEIGHT MAY BE

AMP

DEWALK

SIDE F

LARE

SIDE F

LARE

DEWALK

5' MIN.

SIDE FLARE

** RAMP

SIDEWALK RAMP TYPE F

(FLARED SIDES, TWO RAMPS SHOWN)

(SEE NOTES)

SLOPE

10% MAX.

(SEE NOTES)

SLOPE

10% MAX.

SEE N

OTES)SLOPE10% MAX.

SEE N

OTES)SLOPE10% MAX.

B.L.T.

W.K.P. 7

DETECTABLE WARNING DETAILS

SIDEWALK RAMP AND

(SEE NOTES)

NOTES

R-28-J

OBSTRUCTION

PERMANENT

AMP

SIDEWALK RAMP TYPE R

DEWALK

(ROLLED SIDES)

ROLLED CURB

"NON-WALKING" AREA

NOTES

(SEE NOTES)

24" ACROSS FULL WIDTH

DETECTABLE WARNING SURFACE

(SEE NOTES)

24" ACROSS FULL WIDTH

DETECTABLE WARNING SURFACE

(SEE NOTES)

24" ACROSS FULL WIDTH

DETECTABLE WARNING SURFACE

* LANDING

5% - 7% (8.3% MAXIMUM). SEE NOTES.

** MAXIMUM RAMP CROSS SLOPE IS 2.0%, RUNNING SLOPE

* LANDING

SEE NOTES.

OF TRAVEL. LANDING MINIMUM DIMENSIONS 5' x 5'.

* MAXIMUM LANDING SLOPE IS 2.0% IN EACH DIRECTION

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

APPROVED BY:

Paul C. Ajegba

PREPARED

DESIGN DIVISION

DIRECTOR, BUREAU OF FIELD SERVICES

DIRECTOR, BUREAU OF DEVELOPMENT

7-26-2019

NO DETECTABLE

WARNING PROPOSED

DETECTABLE WARNING DETAILS

SIDEWALK RAMP AND

R-28-J

SECTION A-A

PAVEMENT

1" EXPANSION JOINT

GRADE BREAK

(8.3% MAXIMUM) SEE NOTES

RAMP SLOPE 5% - 7%

A SI

DEWALK

SIDEWALK RAMP TYPE RF

SIDE F

LARE

(ROLLED / FLARED SIDES)

AMP

SEE N

OTES)SLOPE10% MAX.

WALKING AREA

"NON-WALKING" AREA

NOTES

ROLLED CURB

(SEE NOTES)

24" ACROSS FULL WIDTH

DETECTABLE WARNING SURFACE

2" MAX.

24" ACROSS FULL WIDTH (SEE NOTES)

DETECTABLE WARNING SURFACE

RAMP RUN

* LANDING

SHALL BE AS CALLED FOR ON THE PLANS

RAMP AND LANDING SLAB THICKNESSES

A B

CURB TYPE

ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ

STANDARD PLAN R-30-SERIES

FOR CURB TYPES SEE

OPENING

CURB RAMP

* LANDING

(INCHES)

RISE

MAXIMUM

WITH THE GUTTER PAN

PAVEMENT SHALL END FLUSH

(TYPICAL ALL RAMP TYPES)

*** 5.0% MAX.

A B

SECTION THROUGH CURB RAMP OPENING

MAXIMUM RISE B

NOT TO EXCEED

MATCH RAMP SLOPE

5% - 7% (8.3% MAXIMUM). SEE NOTES.

** MAXIMUM RAMP CROSS SLOPE IS 2.0%, RUNNING SLOPE

SEE NOTES.

OF TRAVEL. LANDING MINIMUM DIMENSIONS 5' x 5'.

* MAXIMUM LANDING SLOPE IS 2.0% IN EACH DIRECTION

MICHIGAN DEPARTMENT OF TRANSPORTATION

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

OF CURB

FLUSH WITH BACK

RAMP SHALL END

THE RAMP OPENING.

MAXIMUM COUNTER SLOPE ACROSS

CROSS SECTION TO PROVIDE 5.0%

*** TRANSITION ADJACENT GUTTER PAN

7-26-2019

SEE STANDARD PLAN R-30-SERIES

AS IN ADJACENT CURB & GUTTER

LANE TIE AND REINFORCEMENT

SIDEWALK RAMP TYPE M

(MEDIAN ISLAND)

SIDEWALK RAMP TYPE P

(PARALLEL RAMP)

DO NOT USE IN AREAS WHERE PONDING MAY OCCUR

DEWALK

RAMP

AMP

"NON-WALKING" AREA

SIDEWALK RAMP TYPE C

DEWALK

RAMP

AMP

"NON-WALKING" AREA

MEDIAN WIDTH

DETECTABLE WARNING DETAILS

SIDEWALK RAMP AND

(COMBINATION RAMP)

ROLLED CURB

NOTES

(SEE NOTES)

24" ACROSS FULL WIDTH

DETECTABLE WARNING SURFACE

(SEE NOTES)

24" ACROSS FULL WIDTH

DETECTABLE WARNING SURFACE

R-28-J

MICHIGAN DEPARTMENT OF TRANSPORTATION

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

* LANDING

DETECTABLE WARNING IS REQUIRED.

IS AT LEAST 6'-0". OTHERWISE NO

ACROSS FULL WIDTH IF MEDIAN WIDTH

DETECTABLE WARNING SURFACE 24"

5% - 7% (8.3% MAXIMUM). SEE NOTES.

** MAXIMUM RAMP CROSS SLOPE IS 2.0%, RUNNING SLOPE

SEE NOTES.

OF TRAVEL. LANDING MINIMUM DIMENSIONS 5' x 5'.

* MAXIMUM LANDING SLOPE IS 2.0% IN EACH DIRECTION

7-26-2019

DETECTABLE WARNING DETAILS

SIDEWALK RAMP AND

AMP

** RAMP

ROLLED CURB

"NON-WALKING" AREA

SIDEWALK RAMP TYPE D

(DEPRESSED CORNER)

24"

USE ONLY WHEN INDEPENDENT DIRECTIONAL RAMPS CAN NOT BE CONSTRUCTED FOR EACH CROSSING DIRECTION

DEWALK

AMP** RAMP

DEWALK

( TANGENT DETECTABLE WARNING SHOWN )

"NON-WALKING" AREA

( RADIAL DETECTABLE WARNING SHOWN )

FROM THE ENDS OF THE RADIUS. SEE NOTES

2" MAXIMUM DETECTABLE WARNING BORDER OFFSET MEASURED

FROM THE ENDS OF THE RADIUS. SEE NOTES

2" MAXIMUM DETECTABLE WARNING BORDER OFFSET MEASURED

MICHIGAN DEPARTMENT OF TRANSPORTATION

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-28-J

* LANDING

5% - 7% (8.3% MAXIMUM). SEE NOTES.

** MAXIMUM RAMP CROSS SLOPE IS 2.0%, RUNNING SLOPE

SEE NOTES.

OF TRAVEL. LANDING MINIMUM DIMENSIONS 5' x 5'.

* MAXIMUM LANDING SLOPE IS 2.0% IN EACH DIRECTION

(TYPE F AND TYPE RF SHOWN)

SIDEWALK RAMP PERPENDICULAR TO TANGENT CURB

LEGEND

CROSSWALK MARKING

SIDEWALK RAMP ORIENTATION

SLOPED SURFACE

"NON-WALKING" AREA

PAVEMENT

1" EXPANSION JOINT

SECTION B-B

* GRADE BREAK

DETECTABLE WARNING DETAILS

SIDEWALK RAMP AND

SIDEWALK RAMP PERPENDICULAR TO RADIAL CURB (TYPE F SHOWN)

RAMP ARE NOT ALIGNED

USE WITH RADIAL CURB WHEN THE CROSSWALK AND SIDEWALK

THE BOTTOM GRADE BREAK.

ON THE RAMP SURFACE AT

WARNING SHALL BE LOCATED

CURB, THE DETECTABLE

WITHIN 5' OF THE BACK OF

BOTTOM GRADE BREAK ARE

WHERE BOTH ENDS OF THE

(8.3% MAXIMUM) SEE NOTES

RAMP SLOPE 5% - 7%

(TYP.)

OF DRAINAGE INLET

ALTERNATE LOCATION

(TYP.)

OF DRAINAGE INLET

PREFERRED LOCATION

* GRADE BREAK (TYP)

BREAK

* GRADE

IS NOT SIGNIFICANT ON RADIUS)

BACK OF CURB. (DOME ORIENTATION

WARNING SHALL BE LOCATED AT THE

THE BACK OF CURB, THE DETECTABLE

GRADE BREAK IS MORE THAN 5' FROM

WHERE EITHER END OF THE BOTTOM

THE DIRECTION OF TRAVEL.

CURB RAMPS SHALL BE PERPENDICULAR TO

* GRADE BREAKS AT THE TOP AND BOTTOM OF

DETECTABLE WARNING

OF CURB

END FLUSH WITH BACK

APPROACH AREA SHALL

BOTTOM GRADE BREAK

2% (5.0% MAX.) SLOPE BEYOND

*** 5.0% MAX. (5.0% MAX.)

SLOPE ACROSS THE RAMP OPENING.

SECTION TO PROVIDE 5.0% MAXIMUM COUNTER

*** TRANSITION ADJACENT GUTTER PAN CROSS

SEE SECTION B-B

BEYOND BOTTOM GRADE BREAK.

5.0% MAX. RUNNING SLOPE

MICHIGAN DEPARTMENT OF TRANSPORTATION

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

R-28-J

RAMP RUN

SHALL BE AS CALLED FOR ON THE PLANS

RAMP AND LANDING SLAB THICKNESSES

(GRADE BREAK OFFSET GREATER THAN 5')

SIDEWALK RAMP LOCATED IN RADIUS (TYPE R SHOWN)

THE RAMP.

EXTENDING THE WIDTH OF

24" DETECTABLE WARNING,

(GRADE BREAK OFFSET LESS THAN 5')

SIDEWALK RAMP LOCATED IN RADIUS (TYPE R SHOWN)

OPENING

CURB RAMP

DETAILS.

SEE SHEET 2 FOR CURB RAMP OPENING

09/21/20

Attachment A

Progress Clause

Attachment B

Coordination Clause

Attachment C

Title Page

Tustin Rest Area 305-R

Cadillac Rest Area 306-R

Ludington Rest Area 328-R

Muskegon Rest Area 501-R

Fruitport Rest Area 502-R

Walker Rest Area 503-R

Rockford Rest Area 525-R

Zeeland Rest Area 528-R

Hart Rest Area 530-R

Morley Rest Area 533-R

Big Rapids Rest Area 534-R

Glenn Rest Area 726-R

Miscellaneous Quantities

Details

File details come from the government source that posted it. Updated Mar 12, 2026.