20-002615.00_SPECS.pdf

Project Specifications

Mott Community College – Ramp G Demolition and Surface Lot Reconstruction

September 2025

Prepared for:

Mott Community College

Mott Community College Bidding and Construction Ramp G Demolition and Surface Lot Reconstruction September 2025 Project Number # 20-002615.00

©2025, Walker Consultants. All rights reserved.

TABLE OF CONTENTS 00 01 10 - 1

SECTION 00 01 10 – TABLE OF CONTENTS

IN ADDITION TO THE SECTIONS LISTED BELOW AND INCLUDED IN THIS DOCUMENT,

REFER TO THE OTHER DOCUMENTS COMPRISING THIS BID PACKAGE – INVITATION TO

BID/PROCUREMENT REQUIREMENTS AND DRAWINGS

DIVISION 00 – PROCUREMENT AND CONTRACTING AGREEMENTS

INTRODUCTORY INFORMATION

00 01 10 Table of Contents 00 01 15 List of Drawing Sheets

CONTRACTING REQUIREMENTS

00 52 00-AIA Agreement Form 00 61 13-AIA Performance and Payment Bond 00 72 00-AIA General Conditions 00 73 00-AIA Supplementary Conditions

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Specifications 01 00 10 Supplemental Project Requirements 01 00 50 Administrative Provisions 01 03 90 Coordination and Meetings 01 30 00 Submittals 01 40 00 Quality Control 01 45 16.01 Concrete Testing 01 45 16.02 Density and Aggregate Testing 01 60 00 Material and Equipment 01 70 00 Contract Closeout

DIVISION 02 – EXISTING CONDITIONS

02 41 13.13 Pavement Removal 02 41 16 Structure Demolition

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 33 Concrete Joint Sealants

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical

TABLE OF CONTENTS 00 01 10 - 2

26 09 23 Lighting Control Devices 26 50 00 Lighting

DIVISION 31 - EARTHWORK

31 10 01 Clearing and Removal of Miscellaneous Structures 31 23 01 Excavating, Filling, and Grading 31 25 00 Soil Erosion and Sedimentation Control 31 37 00 Riprap

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 Granular Subbase 32 11 23 Aggregate Base 32 12 16 HMA Paving 32 13 00 Concrete Curb, Gutter, Sidewalk, and Miscellaneous Pavement 32 17 23 Pavement Markings 32 31 13 Chain Link Fences and Gates 32 92 00 Turf Establishment

DIVISION 33 - UTILITIES

33 05 00 Adjusting Structures

DIVISION 34 - TRANSPORTATION

34 41 15 Permanent Traffic Signs 34 71 13 Galvanized Beam Guardrail

END OF SECTION 00 01 10

Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants.

LIST OF DRAWING SHEETS 00 01 15 - 1

SECTION 00 01 15 - LIST OF DRAWING SHEETS

Sheet No. Title

C - Civil C1 Cover Sheet C2 Notes Sheet C3 Legend Sheet C4 Detail Sheet C5 Survey Plan C6 Lot Demolition Plan C7 Site Plan C8 Grading Sheet C9 Grading Sheet – Entrance C10 Proposed SESC Plan C11 SESC Key

DM - Demolition DM1 Structure Demolition Plan DM2 Structure Demolition Typical Level Floor Plan DM3 Pedestrian Bridge Demolition – Phasing and Traffic Control Plan DM4 Structure Demolition – Phasing and Traffic Control Plan DM5 Vehicle Bridge Removal Details

S - Structural S1 Enlarged Culvert Plan and Details S2 Foundation for New Electrical

E - Electrical E-001 Light Fixture Schedule One Line Details E-002 Lot G Lighting Calcs E-100 Surface Lot Lighting E-101 Surface Lot Security Cameras E-501 Details E-502 Cameras and Emergency Call Boxes (For Reference Only)

END OF SECTION 00 01 15

©Copyright 2025. All rights reserved. No part of this document may be reproduced in any form

AGREEMENT FORM 00 52 00 - 1

CONTRACT REQUIREMENTS

SECTION 00 52 00 - AGREEMENT FORM

PART 1 - GENERAL

1.1 Written Agreement will be executed on AIA Document A101 -2017, "STANDARD FORM

OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, WHERE THE BASIS OF

PAYMENT IS A STIPULATED SUM."

1.2 Copies of Sample Agreement Form are available for examination at office of Engineer.

1.3 Contractor may purchase copies of Agreement Form from The American Institute of Architects, 1735 New York Avenue, N.W., Washington, DC 20006.

1.4 Liquidated damages will be included in Article 4 of Agreement.

1.5 Retainage for progress payments will be in accordance with Supplementary Conditions, SC-9.3.

END OF SECTION 00 52 00

© Copyright 2025. All rights reserved. No part of this document may be reproduced in any form

PERFORMANCE AND PAYMENT BOND 00 61 13 - 1

SECTION 00 61 13 – PERFORMANCE AND PAYMENT BOND

PART 1 - GENERAL

1.1 Performance Bond and payment Bonds shall be executed on AIA Document A312-2010, "PERFORMANCE BOND AND PAYMENT BOND," in accordance with General Conditions.

1.2 Sample copies of Bond forms are available for examination at office of Engineer.

1.3 Contractor may purchase copies of Agreement from The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006.

END OF SECTION 00 61 13

GENERAL CONDITIONS 00 72 00 - 1

SECTION 00 72 00 - GENERAL CONDITIONS

1.1 AIA Document A201-2017, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," Articles 1 through 15 inclusive, is hereby made part of Contract Documents.

1.2 Sample copies of General Conditions are available for examination at office of Engineer.

1.3 Contractor may purchase copies of Agreement Form from The American Institute of Architects, 1735 New York Avenue, N.W., Washington, DC 20006.

1.4 Supplementary Conditions Section shall amend or supplement General Conditions. All provisions of General Conditions not amended or supplemented by Supplementary Conditions remain in full force and effect.

END OF SECTION 00 72 00

SUPPLEMENTARY CONDITIONS 00 73 00 - 1

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

PART 1 - GENERAL

1.1 The following supplements modify AIA Document A201–2017, General Conditions of the Contract for Construction. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect.

1.2 SC-1.1 BASIC DEFINITIONS

A. Add the following to 1.1.1. - THE CONTRACT DOCUMENTS

B. Add the following to 1.1.4 - THE PROJECT

The Term Project as used herein shall mean:

“Mott Community College – Ramp G Demolition and Surface Lot Reconstruction”

C. Add the following to 1.1.7 – INSTRUMENTS OF SERVICE

The Term Project Manual as used herein shall mean: A volume assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and Specifications.

D. Add the following subparagraphs 1.1.9 and 1.1.10 to 1.1

1.1.9 ENGINEER

Terms Engineer and Architect as used herein shall be synonymous. Term Engineer as used herein shall mean: Walker Consultants

1.3 SC-1.2. CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS

Add following subparagraphs 1.2.4 and 1.2.5 to 1.2:

1.2.4 - In preparation of Drawings and Specifications, Engineer has relied upon:

1. Original Construction Drawings.

Copies of these Drawings may be examined electronically in PDF format. These reports and Drawings are not part of Contract Documents, but technical data contained therein upon which Contractor is entitled to rely as identified and established above, are incorporated therein by reference.

SUPPLEMENTARY CONDITIONS 00 73 00 - 2

1.2.5 - Reference to standard specifications, manuals, or codes of any technical society, organization, or association, or to laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean latest standard specification, manual, code, laws, or regulations in effect at time of opening of Bids (or, on Effective Date of Agreement if no Bids), except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual, or code (whether or not specifically incorporated by reference in Contract Documents) shall be effective to change duties and responsibilities of Owner, Contractor, or Architect, or any of their consultants, agents, or employees from those set forth in Contract Documents, nor shall be effective to assign to Architect, or any of Architect's consultants, agents, or employees, any duty or authority to supervise or direct furnishing or performance of Work, or any duty or authority to undertake responsibility contrary to General Conditions.

1.4 SC-2.1 GENERAL

Add following to 2.1.1:

Term Owner as used herein shall mean: Mott Community College.

1.5 SC-2.3 INFORMATION AND SERVICES REQUIRED OF THE OWNER

Delete subparagraph 2.3.6 and substitute following:

2.3.6 - The Owner shall furnish the Contractor 3 copies of the Contract Documents.

The Contractor may purchase additional copies at cost of reproduction, postage and handling.

1.6 SC-3.4 LABOR AND MATERIALS

Add following to 3.4.1:

All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with instructions of applicable supplier except as otherwise provided in Contract Documents; but no provisions of any such instructions will be effective to assign to Architect, or any of Architect's consultants, agents, or employees any duty or authority to undertake responsibility contrary to General Conditions.

Add following subparagraphs 3.4.4, 3.4.5, and 3.4.6 to 3.4:

3.4.4 - After Contract has been executed, Owner and Architect will consider formal request for substitution of products in place of those specified only under conditions set forth in General Requirements (Division 1 of Specifications).

3.4.5 - By making requests for substitutions based on subparagraph 3.4.4 above, Contractor:

1. Represents that Contractor has personally investigated proposed substitute product and determined that it is equal or superior in all respects to that specified.

SUPPLEMENTARY CONDITIONS 00 73 00 - 3

2. Represents that Contractor will provide same warranty for substitution that Contractor would for that specified.

3. Certifies that cost data presented is complete and includes all related costs under this Contract except Architect's redesign costs, and waives all claims for additional costs related to substitution which subsequently become apparent, and

4. Will coordinate installation of accepted substitute, making such changes as may be required for Work to be complete in all respects.

3.4.6 - Architect's decision of approval or disapproval of proposed substitution shall be final.

1.7 SC-3.7 PERMITS, FEES, NOTICES AND COMPLIANCE WITH LAWS

Add following to 3.7.2:

Except where otherwise expressly required by applicable laws, ordinances, rules, regulations and lawful orders of public authorities, neither Owner nor Architect shall be responsible for monitoring Contractor's compliance with any applicable law, ordinance, rule, regulation and lawful order of public authorities.

1.8 SC-3.10 CONTRACTOR'S CONSTRUCTION AND SUBMITTAL SCHEDULES

Add following to 3.10.2:

If required by Architect, schedule of submittals shall be adjusted to provide workable arrangement for processing submittals.

1.9 SC-3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

Add the following sentence to subparagraph 3.12.5:

Submittals made by Contractor which are not required by Contract Documents will be returned immediately with notation “Submittal Not Required No Review Performed”.

Add following subparagraphs 3.12.11 through 3.12.17 to 3.12:

3.12.11 - Submission to Architect of Shop Drawings and samples approved by Contractor and review of said Shop Drawings and samples by Architect shall not constitute submission in writing or approval in writing of any deviation from requirements of Contract Documents unless the Contractor has specifically informed the Architect in writing of such deviation at the time of the submittal and the Contractor has received written approval or authorization in accordance with 3.12.8.

3.12.12 - Changes to Drawings and Specifications by means of Shop Drawings become responsibility of party initiating such changes.

SUPPLEMENTARY CONDITIONS 00 73 00 - 4

3.12.13 - Submission to Architect of Shop Drawings and samples approved by Contractor and review of said Shop Drawings and samples by Architect shall not imply that any requirements of Contract Documents have been waived or superseded.

3.12.14 - No delay or omission to exercise any right or remedy accruing to Architect upon any breach or event of default of Contractor shall impair any such right or remedy to be construed to be waiver of any such breach or default; nor shall any waiver of any single breach or default be deemed waiver of any other, prior, or subsequent breach or default. Any waiver, permit, consent, or approval on part of Architect of any breach or default, or of any provision or condition hereof, must be in writing and shall be effective only to extent that such writing specifically sets forth.

3.12.15 - Architect's stamp on Shop Drawing shall not imply approval of quantities, dimensions, fabrication processes and techniques of construction, all of which shall remain responsibility of Contractor.

3.12.16 - Architect's stamp on Shop Drawing shall not relieve Contractor from responsibility for errors or omissions in Shop Drawing and shall not imply that Contractor may proceed in error.

3.12.17 - Shop Drawings and samples shall be submitted in accordance with procedures of Division 01, Section ‘Submittal Procedures”.

1.10 SC-3.18 INDEMNIFICATION

Add following subparagraph 3.18.3 to 3.18:

3.18.3 - Contractor shall agree that total aggregate liability for consequential and incidental damages (but not direct damages) suffered with respect to professional negligence associated or connected with Drawings and Specifications from which Contractor prepared Contract Bid Price and for which Owner, Architect, and their agents or consultants may be liable, shall be limited to amount not to exceed $100,000.

Contractor shall further agree that with respect to each subcontractor, Contractor will obtain as condition precedent to subcontractor's performance, agreement that foregoing limitation of liability for consequential and incidental damages (but not direct damages) shall not in aggregate exceed $100,000 for all Contractor's subcontractors. It is understood and agreed between parties hereto that this provision shall be confined in application to only those matters affecting Contract Bid Price and shall not affect any party's liability for personal injury or property damage arising or resulting from sole negligence of any party, its agents or employees.

1.11 SC-4.1 ARCHITECT

Delete first sentence of subparagraph 4.1.1 and replace with following:

Architect is person or entity identified as such in Agreement and is referred to throughout Contract Documents as if singular in number.

SUPPLEMENTARY CONDITIONS 00 73 00 - 5

1.12 SC-4.2 ADMINISTRATION OF THE CONTRACT

Add following subparagraph 4.2.15 through 4.2.20 to 4.2:

4.2.15 – Architect’s terminology on Shop Drawing review stamp of “APPROVED” shall mean that Architect has reviewed and approved Shop Drawing so stamped only for conformance with design concept of Project as given in Contract Documents.

4.2.16 – Architect’s terminology on Shop Drawing review stamp of “APPROVED AS NOTED” shall mean that Architect has reviewed and approved Shop Drawing so stamped, subject to corrections made on Shop Drawing, only for conformance with design concept of Project as given in Contract Documents.

4.2.17 – Architect’s terminology on Shop Drawing review stamp of “REJECTED” shall mean that Architect has not approved the Shop Drawing so stamped, subject to corrections made on Shop drawing and resubmittal is required.

4.2.18 – Architect’s terminology on Shop Drawing review stamp of “REVISE AND RESUBMIT” shall mean that Architect has reviewed and not approved Shop Drawing, only for conformance with design concept of Project as given in Contract Documents and resubmittal is required.

4.2.19 – Architect’s terminology in Shop Drawing review stamp of “SUBMITTAL NOT REQUIRED AND NOT REVIEWED” shall mean that submittal is not required by specification or resubmittal was not required and Architect has not reviewed the shop drawings.

1.13 SC-5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS

OF THE WORK

Add following to 5.2.1:

In accordance with Supplementary Instructions to Bidders, submit names of following subcontractors, suppliers, persons and organizations for approval by Owner and Architect before award of Contract:

TRADE COMPANY LOCATION

Demolition

Ready-Mixed Concrete

Concrete Reinforcement

Traffic Topping

Post-tensioning

Sealants and Caulking

SUPPLEMENTARY CONDITIONS 00 73 00 - 6

TRADE COMPANY LOCATION

Mechanical

Electrical

1.14 SC-7.3 CONSTRUCTION CHANGE DIRECTIVES

In first sentence of subparagraph 7.3.4, delete words "including, in case of an increase in the Contract Sum, an amount for overhead and profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a reasonable amount."

Delete Clauses 7.3.4.1 through 7.3.4.5 and replace with following:

1. Cost of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' or workmen's compensation insurance, plus 20% of sum thereof;

2. Cost of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed, plus 15% of sum thereof;

3. Rental costs of machinery and equipment, exclusive of hand tools, whether rented from Contractor or others, plus 15%;

4. Cost of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to Work, plus 15% of sum thereof;

5. Compensation as herein provided shall be accepted by Contractor as payment in full for extra Work done on this basis and said percentages shall cover profit, superintendence, general expense, overhead, and use of small tools and equipment for which no rental is allowed.

1.15 SC-9.3 APPLICATIONS FOR PAYMENT

Add following sentence to subparagraph 9.3.1:

Form of Application for Payment shall be notarized AIA Document G702, Application and Certification for Payment, supported by AIA Document G703, Continuation Sheet.

Add following clause 9.3.1.3 to 9.3.1:

9.3.1.3 - Until Work is 50% complete, Owner shall pay 90% of amount due Contractor on account of progress payments. At time Work is 50% complete and thereafter, Architect will authorize remaining partial payments to be paid in full.

Add following clause 9.3.1.3 to 9.3.1:

9.3.1.3 - Until final payment, Owner shall pay 90% of amount due Contractor on account of progress payments. For each Work category shown to be 50% or more complete in Application for Payment, Architect will, without reduction of previous retainage, certify any remaining progress payments for each Work category to be paid in full.

SUPPLEMENTARY CONDITIONS 00 73 00 - 7

Add following clause 9.3.1.3 to 9.3.1:

9.3.1.3 - Until Substantial Completion, Owner shall pay 90% of amount due Contractor on account of progress payments.

Add following subparagraph 9.3.4 to 9.3:

1.16 SC-9.8 SUBSTANTIAL COMPLETION

Add following sentence to subparagraph 9.8.5:

Payment shall be sufficient to increase total payments to 90% of Contract Sum, less such amounts as Architect shall determine for incomplete Work and unsettled claims.

1.17 SC-9.11 LIQUIDATED DAMAGES

The Owner does not intend to pursue liquidated damages on this Project.

1.18 SC-11.1 CONTRACTOR'S INSURANCE AND BONDS

Add following subparagraph 11.1.5, to 11.1:

11.1.5 - Other Requirements:

1. Owner reserves right to request complete copies of policies if deemed necessary to ascertain details of coverage not provided by certificates. Such policy copies shall be "Originally Signed Copies," and so designated.

2. Qualification of Insurers: In order to determine financial strength and reputation of insurance carriers, all companies providing coverages required shall have financial rating not lower than XII and policyholder's service rating no lower than A as listed in A.M. Best's Key Rating Guide, current edition. Companies with ratings lower than A: XII will be acceptable only upon written consent of Owner.

3. Subrogation Clause: Following subrogation clause shall appear in all policies of insurance, "Subrogation Clause": It is hereby stipulated that this insurance shall not be invalidated should insured waive in writing prior to loss any or all right of recovery against any party for loss occurring to property described herein.

END OF SECTION 00 73 00

GENERAL SPECIFICATIONS 01 00 00 - 1

SECTION 01 00 00 GENERAL SPECIFICATIONS

1.1 WORKING SPACE

A. The contractor shall interfere as little as possible with traffic and in all cases shall confine the work operations to the minimum space possible.

B. All construction staging areas shall be approved by Mott Community College prior to the start of construction. Restoration of any areas beyond the work area secured by the contractor for use as construction staging shall be at their own expense. The restoration of all staging areas shall be completed prior to final acceptance of the work of the project at no additional cost to the project.

1.2 CONTRACTOR PARKING

A. Contractor parking is allowed within the work area only. If Contractor needs parking on campus outside of work area, coordinate with Mott Community College.

1.3 PROTECTION OF THE PUBLIC

A. The contractor shall provide sufficient barricades, guard railings, fencing, advance construction signing, coverings or other means to protect the public from injury due to the work operations, including completed or uncompleted work, at all times until acceptance of the work by the Owner at no extra cost to the Owner.

1.4 BARRICADES AND PROTECTION

A. The contractor shall provide and maintain in good repair, all barricades, guard railings, etc., as required for the protection of the workers, the Owner's employees and employees of Owner’s agent in strict compliance with state and local requirements.

GENERAL SPECIFICATIONS 01 00 00 - 2

B. At dangerous points throughout the work, the contractor shall provide and maintain guard rails, colored lights, and flags. All possible precautions shall be taken to protect the workers from injury at no extra cost to the Owner.

1.5 MAINTENANCE OF TRAFFIC

A. Work shall include all labor, materials, and equipment necessary for the installation, relocation, covering, supplementing, and removing the proposed traffic control measures including all signage, barricades, and other traffic control devices as required per the Construction Drawings. These items are to cover the cost of maintaining traffic throughout the project.

B. During the progress of the work, the contractor shall accommodate both vehicular and pedestrian traffic as provided in these specifications and as indicated on the drawings. In the absence of specific requirements, traffic shall be maintained in accordance with the current edition of the Michigan Manual of Uniform Traffic Control Devices. Access to fire hydrants and water valves shall always be maintained. The contractor's truck and equipment operations on public streets shall be governed by County regulations, all local traffic ordinances, and regulations of the Fire and Police Department.

1.6 PUMPING, BAILING AND DRAINING

A. The contractor shall provide and maintain adequate pumping and drainage facilities for removal and disposal of water from trenches or other excavations.

1.7 SHEETING, SHORING AND BRACING

A. Where necessary in order to construct the work called for by the contract, to insure the safety of the workers, or to protect other things of value, the contractor shall use sheeting, shoring, and bracing as is needed to carry out the work or to adequately ensure the stability of such work, or to ensure the safety of the workers and/or to protect adjoining things of value. The contractor will receive no extra compensation for sheeting, shoring, or bracing.

1.8 DISPOSAL OF EXCAVATED MATERIAL

A. With the exception of an amount of excavated materials sufficient for backfilling and construction of fills, as called for on the drawings, all broken concrete, stone, and excess excavated materials shall be disposed of from the site by the contractor. The contractor will be required to obtain their own disposal ground and will receive no extra compensation for disposing of any of the excess materials.

B. All materials removed, with the exception of clean fill dirt where required for fill areas indicated on the plans, shall be disposed of off-site. No exceptions will be

GENERAL SPECIFICATIONS 01 00 00 - 3

considered, and all costs associated with transporting, disposing, etc. shall be considered as incidental and included in the appropriate unit bid price.

1.9 DISPOSAL OF WASTE MATERIALS

A. Unless otherwise directed by the owner, all waste materials and debris resulting from the construction work shall be removed from the premises at no extra cost to the owner.

B. The contractor shall, at all times, keep the premises free from accumulations of waste material or debris caused by their employees or work, and shall remove same when necessary or required by the owner.

1.10 ODOR-GENERATING ACTIVITIES

A. Coordinate with the University the schedule for odor-generating construction activities so that the University can close the buildings’ air-intake or take other precautions. Activities include, but are not limited to, paving operations, crack sealing, sealcoating, etc. Also, keep exhaust fumes from stationary vehicles / equipment away from building air intake vents.

1.11 INSPECTION OF PREMISES

A. The bidder shall visit the premises and thoroughly acquaint themself with the conditions to be encountered in the installation of the work shown on the drawings and described in the specifications, as no extras will be allowed to cover work which they have not included in their tender due to their failure to inspect the premises.

1.12 SCHEDULE OF OPERATIONS

A. The contractor shall submit, for the owner's review and approval, a schedule of their proposed operations. The contractor's schedule shall be complete and shall show in detail the manner in which they proposed to complete the work under this contract.

1.13 WORK HOURS

A. Normal College working hours are 7:00 a.m. to 5:00 p.m., Monday-Friday.

Coordinate all work occurring outside normal working hours with Mott Community College.

GENERAL SPECIFICATIONS 01 00 00 - 4

1.14 CONCRETE CURB AND SIDEWALK CONSTRUCTION / CONTROL JOINTS

A. Provide construction and control joints to match existing layout and size where curb or sidewalk is being replaced per the Plans.

1.15 ORDINANCES AND CODES

A. All work shall be executed and inspected in accordance with all local and state rules and regulations and all established codes applicable thereto and shall conform in all respects to the requirements of all authorities having jurisdiction thereover.

B. Where the work required by the drawings and specifications is above the standard required, it shall be done as shown or specified.

PART 2 - PRODUCTS

A. Not Used.

PART 3 - EXECUTION

A. Not Used.

END OF SECTION 01 00 00

Project Number # 20-002615.00

©2025, Walker Consultants. All rights reserved.

SUPPLEMENTAL PROJECT REQUIREMENTS 01 00 10 - 1

SECTION 01 00 10 SUPPLEMENTAL PROJECT REQUIREMENTS

PART 1 - GENERAL

1.1 GENERAL

A. Pay items and construction specifications not addressed in these Contract Documents shall be in accordance with the MDOT Standards. These Standards form a part of the Contract Documents for this project.

1.2 INCIDENTAL ITEMS

A. Any items which are not called out on the plans shall be included in the unit bid prices where appropriate.

1.3 EXISTING CONDITIONS

A. Each bidder shall personally visit the sites of the project and pay particular attention to the existing conditions and the salient features of the project in order to assure him of the amount of equipment, materials, and work required to satisfy the requirements of the project.

1.4 EXISTING UTILITY LOCATIONS

A. As an aid to the Contractor, various existing overhead and underground utilities and structures have been shown on the plans. Neither the Owner nor the Engineer guarantees the accuracy and completeness of locations and number of utilities as this information has been taken from available utility company and municipal records and field topo. The Contractor shall immediately repair or have repaired by the utility owner any damaged utility lines at their own expense, with no additional compensation to be provided by the Owner for any repair or delay costs.

1.5 EXPOSING EXISTING UTILITIES

A. Contractor shall verify the depth of existing utilities throughout the project length in order to permit the Engineer to adjust grades to avoid conflicts with existing utilities.

1.6 COOPERATION WITH OTHER CONTRACTORS

A. The Contractor shall make every effort to cooperate and coordinate with all other contractors working in the area at the time of construction.

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SUPPLEMENTAL PROJECT REQUIREMENTS 01 00 10 - 2

1.7 MICHIGAN O.S.H.A. STANDARDS

A. All work performed by the Contractor must conform to the current Michigan O.S.H.A. standards and requirements including confined space entry.

1.8 ADDITIONAL BIDS - QUANTITY INCREASE/DECREASE

A. Additional quotations may be requested during the term of this Contract, separately from the original bid and are subject to the same terms and conditions of the original bid. There will be no adjustment in the contract unit prices regardless of the percentage increase or decrease above or below the contract quantity for any item of work.

1.9 NON-DISCRIMINATION CLAUSE

A. By signing and submitting this proposal for consideration by the Owner, the Contractor covenants not to discriminate against an employee or applicant for employment with respect to hire, tenure, terms, conditions or privileges of employment or a matter directly or indirectly related to employment, because of race, color, religion, national origin, age, sex, height, weight, marital status or a handicap that is unrelated to the individual's ability to perform the duties of a particular job or position. Breach of this covenant may be regarded as a material breach of the contract.

1.10 MAINTAINING FLOW

A. The Contractor shall perform the work so that the flow in the existing sewers or open ditches, streams, etc. is at no time hindered or interrupted. Additionally, all natural drainage within the project limits must be maintained at all times. It shall be left to the discretion of the Contractor as to the type and extent of work and materials necessary to accomplish this. The Contractor will be liable for any and all damages caused by their failure to maintain the flow in existing sewers or watercourses.

1.11 CONTRACTOR’S LIABILITY

A. The Contractor shall be solely responsible for any damages to buildings by sewage backups due to their operations. The Contractor shall indemnify and hold harmless the Owner and the Engineer in this regard.

1.12 SUBSURFACE CONDITIONS

A. The Contractor shall be solely responsible for making their own subsurface soils investigations and shall assume all risks and responsibility for their conclusions pertaining to the potential difficulties which may be encountered during the course of work. Contractor shall complete the work, in whatever material and under whatever

Project Number # 20-002615.00

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SUPPLEMENTAL PROJECT REQUIREMENTS 01 00 10 - 3

ground conditions they may encounter or create, without additional cost to the Owner.

1.13 WATER

A. Hydrants shall not be used without prior approval.

1.14 MAINTAINING SOLID WASTE (RUBBISH) SERVICES

A. Rubbish collection shall not be interfered with by the Contractor's operations. If access to certain areas is blocked by the Contractor's operations, they shall transport the rubbish themself to a location accessible to the collection crews, incidental to the project.

1.15 DEWATERING

A. Any dewatering necessary to construct this project shall be considered incidental unless otherwise noted. All costs for dewatering shall be included in the unit bid price for the affected utility installation. The dewatering outlet shall be approved by the Project Engineer and the receiving property shall be protected from erosion.

1.16 SOIL EROSION AND SEDIMENTATION CONTROL

A. Soil Erosion Control Devices shall be installed per plan or as directed by the Project Engineer. The Contractor’s responsibilities include installation of soil erosion control fabric fence, straw bales, check dams, inlet filters, etc., and maintenance of said soil erosion devices through the construction period. At the time of completion of the project, it will be the responsibility of the Contractor to remove those devices. Twenty-five (50%) percent shall be paid upon installation and The remaining fifty (50%) percent will be paid incrementally with each subsequent Pay Estimate.

1.17 TREE PROTECTION

A. Keep clear all debris or fill, equipment and material from influence of the tree root system, which is typically the drip line.

B. During construction, the Contractor shall not cause or permit the cleaning of equipment or material or the storage or disposal of waste material such as paints, oils, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees.

C. No damaging attachment, wires (other than supportive wires for a tree), signs, or permits may be fastened to any tree.

Project Number # 20-002615.00

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SUPPLEMENTAL PROJECT REQUIREMENTS 01 00 10 - 4

D. Tree Trimming: All bruised and scarred trunks and branches incurred as the result of the work shall be repaired using standard arboriculture procedures and performed by a professional tree service company.

E. The Contractor shall remove damaged and, where necessary, those low hanging branches that impede their construction work. The Project Engineer shall be notified prior to any substantial trimming necessary for construction. Removal shall be not less than 12” from the tree’s main stem. Wherever practical, the Contractor shall “tie back” and protect with reasonable care those branches that interfere with their construction. In the case of pines or trees adjacent to construction activities, tarps are to be placed with caution over the tree branches so as to not break the branches and to protect them from equipment exhaust and damage.

F. All final branch trimming (trimming within 12” of the main stem) shall be performed by a professional tree service company using standard arboriculture procedures. No additional payment will be made for tree trimming. Trees shall be trimmed so that branches are evenly distributed on all sides, i.e. no lopsided effects.

G. Tree Replacement: Trees shown to remain which have been killed or damaged so severely that the survival chances are minimal as determined by the Engineer, shall be removed and replaced with one (1) 2-1/2” minimum caliper tree for each 6” diameter removed. The replacements shall have at least equal shade potential and other characteristics comparable to those of the trees removed. Type of replacement and location shall be determined by the WCAA. Trees so replaced shall be paid for solely at the Contractor’s expense.

1.18 SAWCUTTING

A. Any and all sawcutting necessary or required for the removal of the existing pavement, curbs or driveways shall be incidental to the project. Any and all costs for same are included in the bid price for removal of pavement.

1.19 EXISTING MATERIAL AS BACKFILL

A. The Contractor is to make their own determination as to the suitability of using existing excavated material for backfill conditions as specified. If the Contractor wishes to use this material they shall have the material tested by an independent laboratory and submit the results to the Project Engineer. Upon written approval of both parties, all handling, stockpiling, moisture control, etc. recommended in the laboratory’s report shall then be adhered to as if contained herein. All costs associated with the Contractor’s investigation and testing are considered incidental to the project.

Project Number # 20-002615.00

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SUPPLEMENTAL PROJECT REQUIREMENTS 01 00 10 - 5

1.20 SITE RESTORATION

A. The contractor is responsible for the restoration of all areas disturbed outside the normal limits of construction. This includes, but is not limited to; staging areas, material and equipment storage areas, etc. Furthermore, no additional compensation will be made for errors, oversight or alterations in the means and methods of construction made by the contractor. All areas disturbed by the Contractor and/or their subcontractor shall be restored to existing condition. No additional payment or compensation shall be provided for this activity.

B. All lawn areas disturbed, shall be restored with three (3”) inches of topsoil furnished, Class A fertilizer, and seed per specifications herein.

C. Sod shall not be placed during a drought nor during the period from July 1 to August 15 without Owner approval and extending the duration and frequency of the watering schedule.

PART 2 - PRODUCTS

A. Not Used.

PART 3 - EXECUTION

A. Not Used.

END OF SECTION 01 00 10

Project Number # 20-002615.00

©2025, Walker Consultants. All rights reserved.

ADMINISTRATIVE PROVISIONS 01 00 50 - 1

SECTION 01 00 50 ADMINISTRATIVE PROVISIONS

PART 1 - GENERAL

1.1 RELATED SECTIONS

A. Section 01010 – Progress Schedule and Coordination and Staging Requirements

B. Section 01300 - Submittals

1.2 WORK SEQUENCE

A. The Contractor shall arrange their work so that at no time will it cause unnecessary interruption to the operation of existing facilities. To this end, the Contractor shall prepare and submit to the Engineer for approval a complete detailed working schedule setting forth the sequencing of operations they propose to follow.

1.3 ALTERNATIVES

A. Contract Drawings indicate the extent and general arrangement of the work. If any departures from the Contract Drawings are deemed necessary by the Contractor to accommodate the material and equipment they propose to furnish, details of such departures and reasons thereof shall be submitted as soon as practicable to the Engineer for approval.

B. The Contractor shall refer to Section 01300 - Submittals, for complete requirements regarding Alternates, Substitutions.

1.4 COORDINATION

A. Contract Documents:

1. It is not the intent nor shall it be so construed that work included in any one Section of the Specifications must be performed by a particular trade or by subcontract. The work to be performed by a particular trade is not necessarily restricted to that of any one Section.

2. Any item mentioned under any heading must be supplied even though it is not called for again under the heading for the respective work.

B. Existing Facilities:

1. All existing facilities and operations shall be uninterrupted by the Contractor's performances unless otherwise allowed in the Contract Documents.

2. All proposed interruptions or tie-ins to existing facilities or utilities or other activities affecting the operations shall be scheduled.

Project Number # 20-002615.00

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ADMINISTRATIVE PROVISIONS 01 00 50 - 2

3. The Engineer shall approve the scheduling of all such activities.

1.5 CLEANLINESS OF THE WORK AND STREETS

A. The work itself, and all public and private property used therewith, shall be kept in a neat orderly condition at all times. Excess excavation, waste and rejected materials, rubbish, and debris shall not be allowed to accumulate. The newly constructed work shall be cleared of all temporary construction of facilities when such are entirely free of all debris and the premises left in a condition that will not be susceptible to soil erosion and that will not create a situation problem.

B. Trucks hauling loose materials to or from the site shall be tightly covered and their loads shall be trimmed to prevent spillage on the public streets or roads. This requirement likewise applies to suppliers making deliveries to the site. The Contractor shall promptly clean streets or roads dirtied by any cause arising from his operations or that of his Subcontractors or his suppliers. Should the Contractor fail to maintain proper street or road cleanliness, the Owner will take necessary steps to perform such cleaning and will charge the Contractor for all cost thereof.

C. The Contractor shall control dust from his operations to meet the requirements of the jurisdictional authorities. Control measures shall include but are not limited to sprinkling, applying calcium chloride, wheel washing, street sweeping, street washing, load covering, and the like.

1.6 FIRE PROTECTION

A. The Contractor shall take all necessary precautions to prevent fires and shall provide adequate equipment for extinguishing fires. No burning of trash or debris will be permitted.

B. When fire or explosion hazards are created in the vicinity of the work as a result of the locations of fuel tanks or similar hazardous utilities or devices, the Contractor shall immediately alert the local Fire Marshal, the Engineer, and the Owner. The Contractor shall exercise all safety precautions and shall comply with all instructions issued by the Fire Marshal and shall cooperate with the Owner of the tank or device to prevent the occurrence of fire or explosion.

1.7 CHEMICALS

A. All chemicals used during construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, or reactant of other classification, must show approval of the EPA, USDA, or both. Use of all such chemicals and disposal of residues shall be in strict conformance with all applicable law, rules, and regulations.

Project Number # 20-002615.00

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ADMINISTRATIVE PROVISIONS 01 00 50 - 3

1.8 ABBREVIATIONS

A. The following listed letters or abbreviations wherever they appear in the Contract shall mean and be interpreted as indicated below:

A.A.S.H.T.O. - American Association of State Highway & Transportation Officials A.C.I. - American Concrete Institute A.G.M.A. - American Gear Manufacturers Association A.H.D.G.A. - American Hot Dip Galvanizers Association A.I.A. - American Institute of Architects A.I.S.C. - American Institute of Steel Construction A.I.S.I. - American Iron and Steel Institute A.M.C.A. - Air Moving and Conditioning Association A.N.S.I. - American National Standards Institute A.S.C.E. - American Society of Civil Engineers A.S.H.R.A.E. - American Society of Heating, Refrigeration and Air Conditioning

Engineers.

A.S.M.E. - American Society of Mechanical Engineers A.S.T.M. - American Society for Testing and Materials A.W.G. - American Wire Gauge A.W.S. - American Welding Society A.W.W.A. - American Water Works Association Fed. Spec. - Federal Specification, Federal (of F.S.) Supply Service, General Services Administration, U.S. Government I.E.E.E. - Institute of Electrical and Electronics Engineers I.P.C.E.A. - Insulated Power Cable Engineers Association N.B.S. - National Bureau of Standards N.C.P.I. - National Clay Pipe Institute N.E.C. - National Electrical Code N.E.M.A. - National Electrical Manufacturers Association N.F.P.A. - National Fire Protection Association O.S.H.A. - Occupational Safety & Health Administration S.D.I. - Steel Deck Institute S.J.I. - Steel Joist Institute S.S.P.C. - Steel Structures Painting Council U.L. - Underwriters Laboratories

1.9 REFERENCES

A. Specifications by Reference:

1. Where reference is made in the specifications to specifications or standards of any technical society, association, governmental agency, etc., it is understood and agreed that such specifications or standards are as much a part of the specifications as though fully repeated therein.

B. Materials by Reference:

1. A material included in more than one section of the specifications will be specified in detail in only one of the Sections.

Project Number # 20-002615.00

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ADMINISTRATIVE PROVISIONS 01 00 50 - 4

2. In other sections, the material is specified by reference to the section containing the specifications for the same material, and such specifications shall be considered as much a part of the other sections as if they were therein repeated in full.

PART 2 - PRODUCTS

A. Not Used.

PART 3 - EXECUTION

A. Not Used.

END OF SECTION 01 00 50

Project Number # 20-002615.00

©2025, Walker Consultants. All rights reserved.

COORDINATION AND MEETINGS 01 03 90 - 1

SECTION 01 03 90 COORDINATION AND MEETINGS

PART 1 - GENERAL

1.1 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the project manual to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Coordinate completion and clean-up of work of separate sections in preparation for substantial completion.

1.2 PRE-BID MEETING

A. Owner will schedule meeting.

B. Attendance Required: Owner, Engineer, and Bidders.

C. Attendance Requested: Regulatory Agencies, Utility Representatives.

D. Agenda:

1. Review of Special Project Requirements.

2. Review of Contract Documents.

3. Critical work sequencing.

4. Use of premises by Owner and Contractors

5. Construction facilities and controls.

6. Temporary utilities.

7. Survey and layout.

8. Security and housekeeping procedures.

9. Responsibility for testing.

E. Engineer will record minutes and distribute copies within one week after meeting to participants, with one copy to all participants, and those affected by decisions made.

1.3 PRE-AWARD MEETING

A. Owner may schedule a meeting prior to issuing Notice of Award.

B. Attendance Required: Owner, Engineer, and Contractor.

C. Agenda:

1. Review of Owner-Contractor Agreement.

2. Review of Submission of bonds and insurance certificates.

Project Number # 20-002615.00

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COORDINATION AND MEETINGS 01 03 90 - 2

3. Review of list of Subcontractors, list of Products, and schedule of values.

4. Designation of personnel representing the parties in Contract, and the Engineer.

5. Critical work sequencing.

6. Use of premises by Owner and Contractor

7. Construction facilities and controls.

8. Mobilization

9. Project Coordination

D. Engineer will record minutes and distribute copies within two days after meeting to participants, with one copy to all participants, and those affected by decisions made.

1.4 PRE-CONSTRUCTION MEETING

A. Owner may schedule a meeting prior to issuing Notice of Award.

B. Attendance Required: Owner, Engineer, major subcontractors and Contractor.

C. Agenda:

1. Review of Execution of Owner-Contractor Agreement.

2. Distribution of Control Documents.

3. Submission of progress construction schedule.

4. Designation of personnel representing the parties in Contract, and the Engineer.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

6. Critical work sequencing.

7. Use of premises by Owner and Contractor.

8. Construction facilities and controls.

9. Mobilization.

10. Project Coordination.

11. Temporary utilities.

12. Survey and layout.

13. Security and housekeeping procedures.

14. Procedures for testing.

15. Procedures for maintaining record documents.

D. Engineer will record minutes and distribute copies within two days after meeting to participants, with one copy to all participants, and those affected by decisions made.

1.5 PROGRESS MEETINGS

A. The Contractor will schedule and administer weekly meetings throughout progress of the Work.

B. Engineer will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

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COORDINATION AND MEETINGS 01 03 90 - 3

C. Attendance Required: Job superintendent, major Subcontractors and Suppliers, Owner, Engineer, as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems which impede planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of onsite and off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

1.6 PRE-INSTALLATION MEETING

A. When required in individual specification sections, convene a pre-installation meeting at work site prior to commencing work of the section.

B. Require attendance of parties directly affecting, or affected by, work of the specific section.

C. Notify Engineer four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within two days after meeting to participants, with copies to Engineer, Owner, participants, and those affected by decisions made.

PART 2 - PRODUCTS

A. Not Used.

PART 3 - EXECUTION

A. Not Used.

Project Number # 20-002615.00

©2025, Walker Consultants. All rights reserved.

COORDINATION AND MEETINGS 01 03 90 - 4

END OF SECTION 01 03 90

Project Number # 20-002615.00

©2025, Walker Consultants. All rights reserved.

SUBMITTALS 01 30 00 - 1

SECTION 01 30 00 SUBMITTALS

PART 1 - GENERAL

1.1 RELATED SECTIONS

A. Section 01400 - Quality Control

B. Section 01700 - Contract Closeout

1.2 SCHEDULE FOR SUBMISSION

A. Prior to submitting any shop drawings, product data, portfolios, samples, etc. the Contractor shall prepare a summary, listing all items in the project which they will submit for review by the Engineer.

B. The summary shall be submitted within ten (7) calendar days after receipt of administrative Notice to Proceed and shall be updated for each construction progress meeting or at least once per month thereafter (whichever occurs more frequently).

C. The summary shall include the proposed dates for submittal for each item for control purposes. The summary shall be prepared in coordination with the Project Schedule for Construction and adequate time shall be allowed therein for review and possible resubmittal.

D. The summary and schedule for…