ROAD COMMISSION FOR IONIA COUNTY

Transcription

1 ROAD COMMISSION FOR IONIA COUNTY 170 E. Riverside Drive P.O. Box 76 Ionia, Michigan Phone (616) Fax (616) CHARLES G. MINKLEY KENNETH L. GASPER ALBERT A. ALMY KAREN D. BOTA ROBERT G. DUNTON Commissioner Commissioner Commissioner Commissioner Commissioner DOROTHY G. POHL, CPA Managing Director PAUL A. SPITZLEY, P.E. County Highway Engineer NOTICE TO BIDDERS Sealed bids will be received by the Board of Ionia County Road Commissioners until 1:00 p.m. on Wednesday, August 2, 2017, at which time they will be publicly opened and read in the Commission offices for: 2017 MICRO SURFACING ON M 89 IN ALLEGAN COUNTY The contractor shall certify that all materials and equipment meet current Michigan Department of Transportation specifications. All bids will meet or exceed the specifications established by the Ionia County Road Commission and/or the Michigan Department of Transportation. The bid form is to be returned in a sealed envelope plainly marked as to the contents within, and shall include the name and address of the bidder. Further information upon which bids shall be based is available at the road commission office; phone (616) or on the "Doing Business" page. The Ionia County Road Commission and/or Michigan Department of Transportation reserve the right to reject any and all proposals or to waive irregularities therein, and to accept any proposals which, in their opinion, may be most advantageous and in the best interest of the Ionia County Road Commission and the Michigan Department of Transportation. BOARD OF COUNTY ROAD COMMISSIONERS IONIA COUNTY, MICHIGAN Karen D. Bota Chairperson Charles G. Minkley Vice Chairperson Albert A. Almy Member Robert G. Dunton Member Kenneth L. Gasper Member

2 BOARD OF COUNTY ROAD COMMISSIONERS Of the County of Ionia INSTRUCTIONS TO BIDDERS Sealed bids will be publicly opened at the offices of the Board of County Road Commissioners of the County of Ionia, State of Michigan, located at 170 E. Riverside Drive, Ionia, Ml Refer to the NOTICE TO BIDDERS for the exact timing and for the identification of the bids as related to furnishing materials, services, equipment, work and/or supplies with the terms, conditions, specifications, drawings, plans and special provisions as stated herein and hereto attached. The Board's normal practice is to open and read the bids then refer the file to staff for tabulation and analysis. During this period, the files are closed and will remain closed until presented to the Board of County Road Commissioners at their next regular meeting. Notifications of award, pending award or other outcome, will be made in writing. The bid tabulation will accompany award, as is customary for item bid, or may be requested by phone at (616) All bids must be submitted on the Board's blank form when provided. The bid shall be legibly prepared in ink or typewriter. Erasures or alterations must be initialed by the bidder. 2. Specifications and plans should not be returned unless otherwise stated herein. 3. Bids shall be in a sealed envelope and identified on the outside as to the bid concerned. Bids shall be mailed or delivered. Faxed or ed bids will NOT be accepted. 4. Bids will not be accepted after the time designated for the opening of the bids. The bidder shall assume full responsibility for delivery of bids prior to the appointed hour for opening same and shall assume the risk of late delivery or non delivery regardless of the manner employed for the transmission thereof. Bids will be accepted at the Road Commission office on behalf of the Board at any time during normal business hours only, said hours being 6:00 a.m. to 4:00 p.m., Monday through Thursday, with the exception of legal holidays. 5. It is understood that the Board of County Road Commissioners is a governmental unit and as such, is exempt from the payment of all State and Federal taxes, except as allowed by the regulatory agencies to be included in the cost of materials and services. 6. The bidder, as evidenced by execution of the bid form, thereby declares that the bid is made without collusion with any other person, firm or corporation and agrees to furnish all bid items in strict adherence with all Federal regulatory measures. 7. The Board reserves the right to reject any and all bids, to waive any irregularities therein, and to accept any bid which, in the opinion of the Board, may be most advantageous and to the best interest of the County. In case of error in the extension of prices in the bid or other arithmetical error, the unit prices will govern.

3 Specifications for Micro Cold Milling and Micro Surfacing It is the intent of the Ionia County Road Commission (ICRC) to receive bids on behalf of MDOT for Microsurfacing in 2017 on M 89 in Allegan County. Scope: This specification covers the service of furnishing all materials, labor, equipment, tools, and apparatus as required to apply micro surfacing treatments to the M 89 roadway, CS from mile point to Construction limits are approximately 50 feet north of Hubbard Street (at the spring point) to approximately 85 feet east of 29 th Street (at the surface change). General Specifications A. Standard Specifications: 1. The Contractor will comply with the intent of the General Requirements and Covenants, Division 1 of the current Michigan Department of Transportation's "Standard Specifications for Construction" where applicable. 2. Where the Standard Specifications are referred to, the Michigan Department of Transportation, the 2012 Standard Specification for Construction shall be used. B. Pre qualifications: 1. Bidder must be currently pre qualified with the Michigan Department of Transportation for the items of work listed and meet the capacity requirements. 2. A current copy of the pre qualification rating must be on file with the Ionia County Road Commission or submitted with bid. C. Quantity: 1. Approximate quantities are estimated as follows: Micro Cold Milling, HMA, 0 to 2 inches SYD Micro Surface, Std SYD 2. The Michigan Department of Transportation shall do their own inspection and monitoring, and shall provide the contractor with contact information, as applicable. D. Material Perform Micro Cold Milling per attached special provision and place Micro Surface, Std. E. Commencement: 1. To be determined by the Maintenance Department. 2. All working hours must coincide with the MDOT Grand Rapids TSC schedule unless previous arrangements have been made. For MDOT Grand Rapids TSC, the Maintenance Department will be making the arrangements telephone number (616) F. Completion: By September 30 th, 2017 G. Schedule Upon award, the contractor shall submit a work schedule electronically daily, and shall notify Ken Hildebrand (231) immediately with all variations to that schedule.

4 H. Traffic Control: 1. Traffic control will be provided by MDOT direct maintenance forces, coordinate with Ken Hildebrand (231) Work shall be during daylight hours only. 3. No work will be performed or lane closures allowed during the Allegan County Fair (September 8 September 16). 4. Any questions on this subject should be directed to the MDOT Grand Rapids TSC Ken Hildebrand (231) or Jason Cole (616) I. Permanent Pavement Markings 1. Permanent pavement makings will be installed according to the attached pavement marking detail sheets and will consist of the following: Pavt Mrkg, Waterborne, 4 inch, White for lane lines Pavt Mrkg, Waterborne, 4 inch, Yellow for center lines Pavt Mrkg, Waterborne, 6 inch, White for edge lines Pavt Mrkg, Ovly Cold Plastic, for legends and symbols 2. Install the 2 nd application of waterborne pavement markings as described in the standard specifications. 3. New pavement markings are to be applied with a moving closure. 4. Any questions on this subject should be directed to the MDOT Grand Rapids TSC Ken Hildebrand (231) or Jason Cole (616) J. Billing Upon satisfactory completion of work as described herein, contractor shall submit invoice to the Ionia County Road Commission, PO Box 76, Ionia, MI or to accountspayable@ioniacountyroads.org. K. Insurance Requirements: 1. To the fullest extent permitted by law, the Contractor / Engineer / Architect shall indemnify and hold harmless the Ionia County Road Commission (or Owner or other designation used in the remainder of the Contract) and its agents and employees from and against all claims, damages, losses and expenses including, but not limited to, attorneys fees arising out of or resulting from the performance of this Contract (or Agreement or other designation used in the remainder of the Contract) including claims, damages, losses and expenses attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, but only to the extent caused by the fault, negligent acts, or omissions of the Contractor / Engineer / Architect, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage loss or expense is caused in part by the parties indemnified hereunder. This obligation does not include an obligation to indemnify the parties, indemnified hereunder for their sole negligence and shall not be construed to negate or modify other rights or obligations of indemnity that otherwise exist as to the parties or persons described herein, arising out of and during the progress and to the completion of work all in accordance with Public Act 468 of 2012 and the 2012 Michigan

5 Department of Transportation s Standard Specifications for Construction, Division 1, paragraph with the following minimum requirements: Workman's Compensation Statutory Coverage Bodily Injury and Property Damage Other Than Automobile: Each Occurrence $1,000,000 Aggregate $2,000,000 Bodily Injury Liability and Property Damage Liability Automobile: Bodily Injury Liability $500,000 Each Person, Each Occurrence $1,000,000 Property Damage Liability $1,000,000 Each Occurrence Combined Single Limit for Bodily Injury and Property Damage Liability Each Occurrence $2,000,000 Insurance Certificate declaring the Michigan Department of Transportation and Ionia County Road Commission as additional insured, not certificate holder, must be issued and shall become part of the contract. 2. Contractor shall maintain current up to date insurance coverage during the term of the contract and failure to do so shall result in termination of said contract. 3. Certificate must be submitted within fifteen days upon notification of award of Contract and prior to Contract signing. L. The ICRC, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d 4 and Title 49, Code of Federal Regulations, Department of Federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of gender, disability, race, color, or national origin in consideration for an award. During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the contractor ) agrees as follows: 1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non discrimination in Federally assisted programs of the Department of Transportation, Title 49, code of Federal Regulations, Part 21 as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non discrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulation, including employment practices when the contractor covers a program set forth in Appendix B of the Regulations.

6 3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contactor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor s obligations under this contract and the Regulations relative to non discrimination on the grounds of race, color, or national origin. 4. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by the Ionia County Road Commission to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the State highway department, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non compliance: In the event of the contractor s non compliance with the non discrimination provisions of this contract, the Ionia County Road Commission shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to: (a) (b) Withholding of payments to the contractor under the contract until the contractor complies, and/or Cancellation, termination or suspension of the contract, in whole or in part. 6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Ionia County Road Commission may direct as a means of enforcing such provisions including sanctions for non compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Ionia County Road Commission to enter into such litigation to protect the interests of the County, and, in addition, the contractor may request the State highway department to enter into such litigation to protect the interests of the State and/or the United States to enter into such litigation to protect the interests of the United States. NOTE: Questions concerning specifications should be directed to Ken Hildebrand, Maintenance Coordinator at (231)

7 Bid Form for Contract: Micro Cold Milling and Micro Surfacing Item Description Estimated Quantity Unit Unit Price Extended Price Micro Surface, Std Syd Micro Cold Milling, HMA, 0 to 2 inches Pavt Mrkg, Ovly Cold Plastic, 6 inch, Crosswalk Pavt Mrkg, Ovly Cold Plastic, 24 inch, Stop Bar Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arrow Sym Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arrow Sym Pavt Mrkg, Ovly Cold Plastic, School Pavt Mrkg, Waterborne, 4 inch, White Pavt Mrkg, Waterborne, 4 inch, Yellow Pavt Mrkg, Waterborne, 6 inch, White Pavt Mrkg, Waterborne, 2nd Application, 4 inch, White Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow Pavt Mrkg, Waterborne, 2nd Application, 6 inch, White Pavt Mrkg, Longit, 6 inch or Less Width, Rem Syd 350 Ft 48 Ft 4 Ea 3 Ea 4 Ea 1240 Ft Ft 7434 Ft 1240 Ft Ft 7434 Ft 675 Ft Sign, Type III, Rem 4 Ea Sign, Type IIIB 30 Sft Post, Steel, 3 lb 68 Ft Total Bid form page 1 of 2

8 Company Name: Company Address: Phone Number: Fax Number: Cell Ph: Signature and Title of Authorized Agent: written typed/printed Date: Federal Employer ID Number: Bid form page 2 of 2

9 12DS501(G075) MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR MICRO COLD MILLING HOT MIX ASPHALT (0 to 2 inches) CFS:ARB 1 of 2 APPR:KPK:EMC: a. Description. This work consists of production milling, removal, and disposal of existing hot mix asphalt (HMA) surface. b. Materials. None specified. c. Equipment. Equip the milling machine with a built-in automatic grade averaging control system that can control the longitudinal profile and transverse cross-slope to produce the specified results. Provide a milling machine capable of removing a minimum of half the lane width to a depth of 2 inches. Provide a milling drum with a minimum of 3 wraps of carbide teeth with a maximum tooth spacing of 3/16 inch. Carbide cutting teeth are required to be uniform in diameter and have a uniform length of ±0.03 inches. Tooth holder blocks are required to be uniform and not cause variations in the cut radius greater than 0.03 inches. Teeth on the revolving cutting drum must be continually maintained and replaced as warranted to provide a uniform surface texture. The contractor must submit a copy of the drum manufacturer s specifications meeting the requirements of this special provision prior to the start of work. Advancing ground speed of the milling operation must provide a full uniform texture pattern that will be determined on a test section prior to commencement of work. Supply documentation showing the recommended revolutions per minute (RPM) and advancing speed for the milling machine. Do not exceed a milling speed of 2/3 the drum RPM s in feet/minute. Equip the milling machine with an integral pickup and conveying device to immediately remove material being milled from the surface of the roadway and discharge the millings into a truck in one operation. Provide a machine with a means of effectively limiting the amount of dust escaping from the milling and removal process. For non-mainline areas where it is impractical to use the equipment described above, alternative equipment may be permitted with approval of the Engineer. Alternative equipment must be capable of providing a textured surface tolerance the same as the mainline milled surface. d. Construction. Mill all areas as indicated on the plans or as directed by the Engineer. In rutted areas, mill no deeper than necessary to texture the low points of the wheel ruts. Texture the entire surface substantially free from waves or irregularities with a maximum 1/8 inch variation between ridge contact points as measured with a 10 foot straightedge. Bumps and depressions that exceed the specified tolerance and require additional milling will be subject to correction as directed by the Engineer at no additional cost to the Department.

10 12DS501(G075) CFS:ARB 2 of Provide protection around existing manholes, catch basin inlets, utility valve boxes, and any similar structures. Any damage to such structures as a result of the milling operation will be repaired at the Contractor s expense. The Contractor is responsible for preventing the milled material from falling into inlet openings. Any milled material that does fall into inlet openings must be removed by the Contractor. Provide positive drainage for all milled surfaces and make every attempt to work with existing drainage and grades to maintain positive flow. Dispose of the HMA millings off site unless otherwise stated in the contract. e. Acceptance. Construct a 500 foot test section on the first day of milling at the machine ground speed and RPM s that will be used for the project. Any request by the Contractor to increase the forward speed of the milling operation will require an additional test section and be at the discretion of the Engineer. The Department will randomly select a minimum of 4 locations at each site and the average mean texture depth (MTD) will be determined. The finished surface macrotexture MTD must be a maximum of 0.08 inches as measured according to the requirements of ASTM E 965 volumetric technique. f. 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 Micro Cold Milling, HMA, 0 to 2 inches... Square Yard Micro Cold Milling, HMA, 0 to 2 inches will be measured in square yards of removed area to the depth(s) specified in the contract. The Engineer may direct the depth to be adjusted during the initial pass ±1/2 inch due to field conditions such as scabbing or delamination at no additional cost. The milled area is defined as the actual length and width of the milled surface visually verified and accepted by the Engineer for payment. No area deductions will be made for minor unmilled areas such as catch basin inlets, manholes, utility boxes and similar structures. Payment Micro Cold Milling, HMA, 0 to 2 inches includes all labor, equipment, and material necessary to complete the work according to this special provision. Removing and disposing of the millings, and cleaning the pavement, are included in the cost of this item.

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12 FINAL R.O.W. AUTH DATE NO. REVISION 125 FT 4 IN SOLID WHITE LINE 125 FT 4 IN DOUBLE SOLID YELLOW LINE POINT OF BEGINNING STA MP AT THE SE SPRINGPOINT OF M-40/89 & HUBBARD ST M-40/M-89 ELY ST STA BACK = STA AHEAD LEFT TURN ARROW SYMBOL RIGHT TURN ARROW SYMBOL 34 Ft 16 Sft 130 Ft 48 Ft 4 Ea 1 Ea 700 Ft 2425 Ft 1950 Ft 700 Ft 2425 Ft 1950 Ft 675 Ft PT HUBBARD ST S 415 M-40 Post, Steel, 3 lb Sign, Type III 0 PC SCALE FT 4 IN SOLID YELLOW LINE 450 FT 4 IN DASHED YELLOW LINE (TWLTL) Pavt Mrkg, Waterborne, 4 inch, White Pavt Mrkg, Waterborne, 4 inch, Yellow Pavt Mrkg, Waterborne, 6 inch, White 24 FT 24 IN STOP BAR 450 FT 4 IN SOLID WHITE LINE SOLID YELLOW LINE FT 4 IN DOUBLE 60 FT 6 IN CROSSWALK 70 FT 6 IN CROSSWALK Pavt Mrkg, Ovly Cold Plastic, 6 inch, Crosswalk Pavt Mrkg, Ovly Cold Plastic, 24 inch, Stop Bar Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arrow Sym Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arrow Sym Pavt Mrkg, Waterborne, 2nd Application, 4 inch, White Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow Pavt Mrkg, Waterborne, 2nd Application, 6 inch, White Pavt Mrkg, Longit, 6 inch or Less Width, Rem LEFT TURN ARROW SYMBOL 75 FT GAP Michigan Department of Transportation 15 KALAMAZOO RIVER END BEGIN CENTER LANE R3-9C (24" X 48") 8 Sft Sign, Type IIIB CENTER LANE 17 Ft Post, Steel, 3 lb ONLY ONLY M-40/M-89, CITY OF ALLEGAN, ALLEGAN CO. STA TO STA /12/ M???? 270 FT REMOVE 4 IN DOUBLE SOLID YELLOW LINE FROM BRIDGE DECK 270 FT REMOVE 4 IN DASHED WHITE LANE LINE FROM BRIDGE DECK M FT 6 IN WHITE EDGE LINE R3-9C (24" X 48") 8 Sft Sign, Type IIIB 17 Ft Post, Steel, 3 lb DATE CONT. SEC. JOB NO. DESIGN UNIT SHEET NO. R.O.W CONST. GRAND RAPIDS 1 TSC FILE NAME: M-89_28_ to 0013 CHECKED BY: DATE: WORKED ON BY: DATE:

13 FINAL R.O.W. AUTH DATE NO. REVISION M FT 6 IN CROSSWALK 60 FT 6 IN CROSSWALK 2742 FT 4 IN SOLID YELLOW LINE "SCHOOL" LEGEND 2742 FT 4 IN DASHED YELLOW LINE (TWLTL) M-89 SECOND ST 6+58 BACK = AHEAD BOND ST 2742 FT 6 IN WHITE EDGE LINE 2 Ea Sign, Type III, Rem FIFTH ST FOURTH ST W9-2 (36") L 9 Sft Sign, Type IIIB 32 Ft 2-Post, Steel, 3 lb 130 Ft Pavt Mrkg, Ovly Cold Plastic, 6 inch, Crosswalk 2 Ea Pavt Mrkg, Ovly Cold Plastic, School 6855 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow 5484 Ft Pavt Mrkg, Waterborne, 6 inch, White 6855 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow 5484 Ft Pavt Mrkg, Waterborne, 2nd Application, 6 inch, White LANE ENDS MERGE LEFT 9 Sft Sign, Type IIIB 32 Ft 2-Post, Steel, 3 lb REMOVE SIGN "SCHOOL" LEGEND REMOVE SIGN M-89, CITY OF ALLEGAN, ALLEGAN CO. STA TO STA DATE CONT. SEC. JOB NO. DESIGN UNIT SHEET NO. 100 SCALE Michigan Department of Transportation R.O.W CONST. 06/12/ M???? TSC 20 W4-2 (36") R GRAND RAPIDS 2 FILE NAME: M-89_29_ to 0020.dgn CHECKED BY: DATE: WORKED ON BY: DATE:

14 5 0 FINAL R.O.W. AUTH DATE NO. REVISION REPLACE WITH REMOVE SIGN 20 DIVISION ST M-89 REMOVE SIGN REPLACE WITH OAK CT CENTER R3-9b (24" X 42") LANE 7 Sft Sign, Type IIIB 17 Ft Post, Steel, 3 lb ONLY END R3-9C (24" X 48") CENTER 8 Sft Sign, Type IIIB LANE 17 Ft Post, Steel, 3 lb ONLY BEGIN R3-9C (24" X 48") CENTER 8 Sft Sign, Type IIIB LANE 17 Ft Post, Steel, 3 lb ONLY CENTER R3-9b (24" X 42") LANE 7 Sft Sign, Type IIIB 17 Ft Post, Steel, 3 lb ONLY FT 4 IN SOLID YELLOW LINE 2800 FT 4 IN DASHED YELLOW LINE (TWLTL) "SCHOOL" LEGEND SCALE BRIDGE RD "SCHOOL" LEGEND 45 FT 6 IN CROSSWALK M back = ahead 120 PARKWAY AVE 34 Ft Post, Steel, 3 lb 2 Ea Sign, Type III, Rem 14 Sft Sign, Type IIIB 90 Ft Pavt Mrkg, Ovly Cold Plastic, 6 inch, Crosswalk 2 Ea Pavt Mrkg, Ovly Cold Plastic, School 7000 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow 7000 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow M-89, ALLEGAN TWP, ALLEGAN CO. STA TO STA DATE CONT. SEC. JOB NO. DESIGN UNIT SHEET NO. Michigan Department of Transportation R.O.W CONST. 06/12/ A TSC 125 SWAN AVE GRAND RAPIDS 3 FILE NAME: M-89_30_ to 0127.dgn CHECKED BY: DATE: WORKED ON BY: DATE:

15 5 FINAL R.O.W. AUTH DATE NO. REVISION M FT 4 IN SOLID YELLOW LINE 2190 FT 4 IN DASHED YELLOW LINE (TWLTL) ALLEGAN CITY LIMIT back = 0+00 ahead SCALE 113TH AVE 10 29TH ST 06/12/ M???? TSC 15 POINT OF ENDING STA MP APPROX 100 FT SE OF 29TH ST M FT 4 IN WHITE EDGE LINE RIGHT TURN ARROW SYMBOL 2 Ea Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arrow Sym 540 Ft Pavt Mrkg, Waterborne, 4 inch, White 5475 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow 540 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, White 5475 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow M-89, CITY OF ALLEGAN/ALLEGAN TWP, ALLEGAN CO. STA TO STA DATE CONT. SEC. JOB NO. DESIGN UNIT SHEET NO. Michigan Department of Transportation R.O.W CONST. GRAND RAPIDS 4 FILE NAME: M-89_31_ to 0018.dgn CHECKED BY: DATE: WORKED ON BY: DATE: