PROJECT MANUAL

FOR

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

EAGLE HARBOR STATE HARBOR

HARBOR UPGRADES

MARINA ROAD

EAGLE HARBOR, MI 49950

PREPARED FOR

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

P.O. BOX 30026

PREPARED BY

PROFESSIONAL SERVICES CONTRACTOR

EDGEWATER RESOURCES, LLC

518 BROAD STREET, SUITE 200

ST. JOSEPH, MI 49085

STATE OF MICHIGAN FILE NO.: 751/17185.JBB

INDEX NO.: 511710

EDGEWATER RESOURCES, LLC,

PROJECT NO.: 17-37 MDNR – Eagle Harbor

TECHNICAL SPECIFICATIONS

State File No.: 751/17185.JBB

DIVISION 01 – GENERAL REQUIREMENTS

00 00 00 TABLE OF CONTENTS

01 00 00 GENERAL REQUIREMENTS

01 93 00 OPERATION AND MAINTENANCE DATA

DIVISION 02 – SITE WORK

02 00 00 SITE CONDITIONS

02 41 00 DEMOLITION AND REMOVALS

02 50 00 SITE ACCESS AND RESTORATION

DIVISION 3 THROUGH 10 - ARCHITECTURAL SECTIONS

06 06 70 PLASTIC SURFACING

06 10 00 BUILDING RENOVATION

06 10 01 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

07 46 23 WOOD SIDING LP – SMARTSIDE – STRAND FIBER SECTION

07 92 00 JOINT SEALANTS

08 22 00 FIBERGLASS (FRP) DOORS AND FRAMES

08 71 00 DOOR HARDWARE

09 29 00 GYPSUM BOARD

09 67 20 EPOXY FLOORING

09 91 00 PAINTING

09 97 13 GALVANIZED STEEL COATINGS

DIVISION 21 THROUGH 35 – MARINA AND SITE WORK

21 12 13 FIRE PROTECTION INTAKE

22 11 00 POTABLE WATER SERVICE

22 13 00 REPLACEMENT SANITARY SYSTEM

26 00 00 ELECTRICAL

26 26 00 UTILITY SERVICE STATIONS

31 23 00 EXCAVATING, BACKFILL, AND COMPACTION

31 25 00 SOIL EROSION AND SEDIMENTATION CONTROL

32 11 23 AGGREGATE ROADWAY

32 12 12 CONCRETE PAVING

35 20 23 DREDGING AND SPOILS DISPOSAL

35 31 16 STEEL SHEET PILING WALL

35 42 37 RIPRAP STABILIZATION

35 50 00 STEEL CRIB PIERS

35 50 10 MARINE LADDERS

35 59 13 TIMBER FENDERING

35 59 29 STEEL MOORING PILE

GENERAL REQUIREMENTS

01 00 00 - 1

GENERAL REQUIREMENTS SECTION 01 00 00

Sections of Division 1, General Requirements, are specifications written to cover the administrative requirements and work-related requirements of the Contract. This Division is intended to supplement the requirements of the DCSPEC Specifications, in any instance where Division one contradicts or does not agree with the DCSPEC, the DCSPEC shall take precedence. The basic titles and section numbers are as follows:

TITLE SECTION NO.

Summary of Work ....................................................................................... 01 11 00 Allowances ................................................................................................. 01 21 00 Measurements and Payments .................................................................... 01 22 00 Alternates ................................................................................................... 01 23 00 Coordination ............................................................................................... 01 31 00 Regulatory Requirements ........................................................................... 01 41 00 References ................................................................................................. 01 42 00 Special Project Procedures ........................................................................ 01 35 00 Demolition/Removal Project Procedures .................................................... 02 41 00 Project Meetings......................................................................................... 01 32 00 Submittals .................................................................................................. 01 33 00 Mobilization ................................................................................................ 01 71 00 Survey and Layout Data ............................................................................. 02 21 00 Quality Control ........................................................................................... 01 45 00 Construction Facilities and Temporary Controls ......................................... 01 52 00 Soil Erosion and Sedimentation Control ..................................................... 01 56 00 Material and Equipment .............................................................................. 01 54 00 Storage and Protection ............................................................................... 01 66 00 Facility Start Up .......................................................................................... 01 75 00 Contract Close Out ..................................................................................... 01 77 00 Project Record Documents ......................................................................... 01 30 00 Warranties and Bonds ................................................................................ 01 32 00

01 00 00 - 2

SUMMARY OF WORK SECTION 01 11 00

1.1. GENERAL

A. General information covering the “Scope of Work” is specified on the Invitation to Bid

Form. Additional information is as follows:

1. The work for the Harbor Upgrades at the State of Michigan, Department of Natural Resources, Eagle Harbor State Harbor, Marina Road, Keweenaw County, Michigan, includes but is not necessarily limited to dredging portions of the existing harbor, dewatering, disposing and grading of dredge material on-site and off-site, renovations to the existing marina building, new steel sheet pile and concrete promenade, new binwall crib piers, landside underground utility work (electrical, sanitary and water), sidewalks and miscellaneous flat work, and related site work as indicated in the project manual and on the project drawings and includes providing and paying for all labor, materials, equipment, tools, construction equipment all machinery, water, heat, utilities, transportation equipment and costs, business and pedestrian traffic control and other facilities and services necessary for the proper execution and completion of the work, whether temporary or permanent, and whether or not incorporated or to be incorporated in the work.

ALLOWANCES SECTION 01 21 00

A. Inspection and Testing Allowances:

1. Bidders must include in their Base Proposal all costs for testing certifications as required to be done by the Contractor as specified in Section 32 12 12 and for project stakeout.

MEASUREMENT AND PAYMENT SECTION 01 22 00

A. Schedule of Values: Before subdivision of first application for payment, the Contractor must submit a schedule of values, approved by the Professional, of the various tasks that must be performed to complete all the work. The schedule must show each task and the corresponding value of the task, including separate monies allocated for General Condition items and project close out. The aggregate total value for all tasks must be equal to the total contract sum.

ALTERNATES SECTION 01 23 00

01 00 00 - 3

A. The Contract will be awarded on the basis of the Base Proposal Sum stated on the Proposal and Contract, and any alternates selected by the Owner in sequential order.

COORDINATION SECTION 01 31 00

A. Project Coordination:

1. Prior to beginning work the Contractor must meet with the State Unit and arrange the schedule for the project. Once the project is started, it must be carried to completion without delay.

2. Phasing of work must be clearly established and verified with the State Unit prior to commencing work in any area. No work will begin until authorized by the State Unit.

3. Any facility utility service interruptions or outages, including security, required by the Contractor in performing the work must be prearranged with the staff of the State Unit and must occur only during those scheduled times.

B. Coordination:

1. If a scheduling conflict occurs between the Contractors and the Owner who will be working on this site as defined herein, the parties must provide 48 hours advance written conflict notification to the Professional who must coordinate and provide resolutions and re-scheduling without affecting the contract.

2. Coordination, mutual scheduling, and excellent working relationships with all parties is necessary and specific for this project.

3. The Contractor must do all cutting, fitting, or patching of the work that may be required to make its parts fit together properly or make new work join with the existing site features. The Contractor must take proper precautions so as not to endanger any existing work.

REGULATORY REQUIREMENTS SECTION 01 41 00

A. Regulations:

1. LAWS: The Contractor and its Subcontractors/Suppliers must comply with all Federal, State and local Laws applicable to the work and site.

2. Codes: All works must be provided in accordance with the State Construction

Code Act, 1972 PA 230, as amended, MCL 125.1501 et seq., and all applicable Michigan construction codes and fire safety including but not limited to: Michigan

01 00 00 - 4

Building Code, Michigan Residential Code, Michigan Uniform Energy Code, Michigan Electrical Code, Michigan Rehabilitation for Existing Buildings, Michigan Mechanical Code, Michigan Elevator Code, National Fire Protection Association and Michigan Plumbing Code. If the Contractor observes that any Contract Document conflicts with any Laws or the State Construction Code or any permits in any respect, the Contractor must promptly notify the Professional in writing. If the Contractor provides any work knowing or having to reason to know of such conflict, the Contractor must be responsible for that performance.

3. Permits: All required construction permits must be secured and their fees including inspection costs must be paid by the Contractor. The time incurred by the Contractor in obtaining construction permits must constitute time required to complete the work and does not justify any increased to the Contract time or Price, except when revisions to the drawings and/or Specifications required by the permitting authority cause the Delays. The Contractor must pay all charges of Public Utilities for connections to the work, unless otherwise provided by Cash Allowances specific to those connections. The following permits have been already acquired: 1) EGLE Permit No. WRP030756 & WRP032627; 2) USACE Permit No.: pending, and 3) WUPHD Permit No.: pending

4. Taxes: The Contractor must pay all Michigan sales and use taxes and any other similar taxes covering the work that are currently imposed by legislative enactment and as administered by the Michigan Department of Treasury, Revenue Division. If the Contractor is not required to pay or bear the burden or obtains a refund of any taxes deemed to have been included in the Bid and Contract Price, the Contract Price must be reduced by a like amount and that amount, whether as a refund or otherwise, must ensure solely to the benefit of the State of Michigan.

5. Safety and Protection: The Contractor and its Subcontractors/Suppliers must comply with all applicable Federal, State and Local laws governing the safety and protection of persons or property, including, but not limited to the Michigan Occupational Safety and Health act (MIOSHA), 1974 PA 154, as amended, MCL

408.1001 et seg., and all rules promulgated under the Act. The contractor is responsible for all damages, injury or loss to the work, materials, equipment, fines, and penalties as a result of any violation of such Laws, except when it’s due to the fault of the Drawings or Specifications or to the Act, error or omission of the Owner or Professional. The Contractor is solely responsible for initiating, maintaining and supervising all safety precautions and programs and such responsibility must continue until such time as the Professional is satisfied that the work, or work inspected, is completed and ready for final payment. In doing the work and/or in the event of using explosives, the Contractor must take all necessary safeguards and provide the necessary protection to prevent damage, injury or loss to: (a) all employees on the work and other persons who may be affected by the work, (b) all the work and materials and equipment to be incorporated into the work, whether stored on or off the site, and (c) other property at or adjacent to the site, including trees, shrubs, lawns, walks, pavements, roadways, piers, structures, utilities, and Underground Utilities not designated for removal, relocation or replacement. In the event of severe weather, the Contractor must inspect the work and the site and take all

01 00 00 - 5 reasonably necessary actions and precautions to protect the work and ensure that public access and safety are maintained.

6. Michigan Right to Know Law: The Contactor and its Subcontractors/Supplies must comply with MIOSHA, Michigan Right-to-Know Law, Public Act 80 of 1986 (ACT) and the rules promulgated under it. The act places certain requirements of employers to develop a communication program designed to safeguard the handling of hazardous chemicals through labeling of chemical containers and development and availability of Material Safety Data Sheets (MSDS), and to provide training for employees who work with these chemicals and develop a written hazard communications program. The Act also provides for specific employee rights, including the right to be notified of the location of MSDS and to be notified at the site of new revised MSDS within five Business Days after receipt and to request MSDS copies from their employers. The Contractor, employer or Subcontractor must post and update these notices at the site.

7. Environmental Requirements: The Contractor and its subcontractors/suppliers must comply with all applicable Federal, State and Local environmental Laws, standards, orders or requirements including but not limited to the National Environmental Policy Act of 1969, as amended, Michigan Natural Resources and Environmental protection Act. P.A. 4561 or 1994, and amended, the Clean Air Act, as amended, Pollution Prevention Act, as amended, Resource Conservation and Recovery Act, as amended, National Historic Preservation Act, as amended and Energy Policy and Conservation Act.

8. Nondiscrimination: For all State Contracts for goods or services in amount of

$5,000.00 or more, or for Contracts entered into with parties employing three or more employees; in connection with the performance of work under this Contract, the Contractor and its Subcontractors and Supplies must comply with the following requirements:

a. Not to discriminate against any employee or applicant for employment because of race, color, religion, national origin, age, sex, height, weight or marital status and take affirmative action to ensure that applicants are employed and the employees are not subject to such discrimination.

Such action must include, but is not to be limited to, the following:

employment, upgrading, demotion or transfer; recruitment advertising;

layoff termination; rates of pay or other forms of compensation; and selection for training.

b. To state in all solicitations or advertisements for employees that all qualified applicants will receive consideration for employment without regard to race, color, religion, national origin, age, sex, height, weight or marital status.

c. To send, or have its collective bargaining representative send, each labor union or representative of workers with which there is a collective bargaining agreement or other contract or understanding, a notice advising the labor unions or workers’ representative of the commitments under this provision.

01 00 00 - 6

d. To comply with the Elliot-Larsen Civil Rights Act, 1976 PA 453, as amended, MCL 37.2201 et seg.,; The Michigan Persons With Disability Civil Rights Act. 1976 PA 22-0, as amended, MCL 37.1101 et seg.,; and all published rules, regulations, directives, and orders of the Michigan Civil Rights Commission (MCRC) which may be in effect on or before the date of Bid opening.

e. The Contractor must furnish and file compliance reports within the times, and using the forms prescribed by the MCRC. Compliance report forms may also elicit information as to the practices, policies, programs, and employment statistics of the Contractor and Subcontractors. The Contractor must permit access to Records by the MCRC and its agent for purposes of ascertaining compliance with the Contract and with rules, regulations, and orders of the MCRC.

f. If, after a hearing held under its rules, the MCRC finds that the

Contractor has not complied with the nondiscrimination requirements of the Contract Documents, MCRC may, as part of its order, certify its findings to the Administrative Board of the State of Michigan, which may order the cancellation of the Contract and/or declare the Contractor complies with the MCR’s order.

9. Michigan Residency for Employees: Fifty percent of the persons employed on the work by the Contractor must have been residents of the State of Michigan for not less than one year before beginning employment on the work. This residency requirement may be reduced or waived to the extent that Michigan residents are not available or to the extent necessary to comply with the federal funds used for the Project. This requirement does not apply to employers who are signatories to collective bargaining agreements that allow for the portability of employees on an interstate basis.

REFERENCES SECTION 01 42 00

A. References will be made in an abbreviated alpha numeric form to specific standard specifications, reference publication and building codes of federal or State agencies, manufacturers, associations or trade organizations. Such references will be identified by the alphabetic affrication which identifies the government agency, the association or organization followed by the rule, section or detail number that are to form a part of these specifications, the same as if fully set forth herein, and must be of latest issued date in effect three months prior to the bid opening date shown on the Proposal and Contract. The abbreviations used are as follows:

Abbreviation Agency, Association or Organization

ACI American Concrete Institute AISC American Institute of Steel Construction, Inc.

ANSI American National Standards Institute, Inc.

01 00 00 - 7

ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineers ASTM American Society of Testing & Materials AWS American Welding Society AWWA American Water Works Association BOCA Building Officials & Code CDA Copper Development Assn., Inc.

CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standard F/M Factory Mutual Research Corporation FS Federal Specifications HEW United States Department of Health Education & Welfare MDOT Michigan Department of Transportation MDEQ Michigan Department of Environmental Quality NEC National Electric Code NFPA National Fire Protection Agency NSF National Sanitation Foundation Testing laboratory, Inc.

NSWMA National Solid Waste Management Association PCA Portland Cement Association UL Underwriters Laboratories, Inc.

USACE United States Army Corp of Engineers USBM United States Bureau of Mines USDC United States Department of Commerce

SPECIAL PROJECT PROCEDURES SECTION 01 35 00

A. It is the intent, that for the duration of the project, the contractor will be responsible for all construction barricades and enclosures, traffic control, construction signage, job site security measures, and relevant site restoration work.

B. The Contractor must post appropriate construction signs to advise the occupants and visitors of occupied facilities of the limits of construction work areas, hardhat areas, excavations, construction parking and staging areas, etc. The Contractor must maintain safe and adequate pedestrian and vehicular access to fire hydrants, commercial and industrial establishments, churches, schools, parking lots, hospitals, fire and police station and like establishments. The Contractor must obtain written approval from the Owner ten Calendar Days before connecting to existing facilities or interrupting the services on site.

C. Barriers and Enclosures:

1. The Contractor must furnish, install and maintain as long as necessary and remove when no longer required adequate barriers, fencing, warning signs or lights at all dangerous points throughout the work for protection of property, workers and the public. The Contractor must hold the State of Michigan

01 00 00 - 8 harmless form damage or claims arising out of any injury or damage that may be sustained by any person or persons as a result of the work under the Contract.

D. Traffic Control and Barricades:

1. The traffic control work shall be in accordance with the requirements of Section

812 of the 2012 MDOT Standard Specifications for Construction and as herein specified. The Contractor is advised that the current Michigan Manual of Uniform Traffic Control Devices (MMUTCD) is hereby established as governing all work in connection with traffic control devices, barricade lighting, etc., required on this project. Necessary emergency work performed by the City or any other emergency service due to non-compliance of the approved traffic control plan will be billed against the Contractor

2. The Contractor shall furnish, erect, maintain and upon completion of the work, remove all traffic control devices and barricade lights within the project and around the perimeter of the project for the safety and protection of through and local traffic which shall be maintained by the Contractor throughout the project.

This includes, but is not limited to, advance, regulatory and warning signs, barricades and channeling devices at the intersecting streets and all other traffic control devices required to maintain traffic as called for on the plans or as required in the MMUTCD. Traffic regulators, where required by the Professional, are included.

3. The Contractor shall maintain local traffic on all local streets at all times. Walks, driveway and entrances to buildings shall not be unnecessarily blocked.

Vehicular access shall be maintained to all State, public and commercial properties designated by the Professional at all times. Construction shall be completed in such a manner as to maintain the required entrance width for traffic at all times.

4. Existing street name signs, stop signs and other existing traffic signs removed by the Contractor due to construction activity shall be reset temporarily by the Contractor where required. Salvaged signs to be incorporated into the new construction will be reinstalled by the Contractor as soon as final grading and work is completed in the section involved.

E. Construction Aids:

1. The Contractor must furnish, install and maintain as longs as necessary and remove when no longer required, safe and adequate scaffolding, ladders, staging, platforms, railings, hoisting equipment, etc., as required for proper execution of the work. All construction aids must conform to Federal, State, and local codes or Laws for protection of workers and the public.

2. Pumping and Drainage: The Contractor must provide all pumping necessary to keep excavations and trenches free from water the entire period of work on the Contract. The Contractor must construct and maintain any necessary surface drainage systems on the work site so as to prevent water entering existing structures or to flow onto public or private property adjacent to the Agency’s land, except for existing drainage courses or into existing drainage systems. The

01 00 00 - 9

Contractor must prevent erosion of soils and blockage of any existing drainage system.

DEMOLITION/REMOVAL PROCEDURES SECTION 02 41 00

A. Furnish all equipment, materials, labor, services and transportation necessary to complete all demolition, removal and legal disposal required in connection with the existing Pier system sections to be removed as indicated on construction drawings.

B. Locations: Notations are made in various locations on the drawings to call attention to demolition and removal which is required; however, these drawings are not intended to show each and every item to be removed. The Contractor and the Subcontractors for the various trades shall remove the materials related to their respective trades as required to permit the construction of the new work as shown.

C. Preparation: Protect all existing work that is to remain and restore in an approved manner any such work that becomes damaged.

1. Rubbish and debris resulting from the work shall be removed immediately form the site and legally disposed of by the Contractor.

2. Any items that are attached or connected to the existing pier sections to be removed, and are deemed salvageable by the Owner or are to be reused, should be removed prior to demolition. The Contractor should coordinate with the Owner prior to demolition to identify items that shall be salvaged. All salvaged material should be stockpiled on site at the location chosen by the Owner. Any items being reused shall be stockpiled safely away from all construction activity and protected from any damage that may harm these items or deem them unusable.

D. Coordination: Demolition work, in connection with any new unit of work, shall not be commenced until all new materials required for completion of that new item of work are at hand.

PROJECT MEETINGS SECTION 01 32 00

A. Pre-Construction Conferences: The Project Director will schedule a pre-construction conference to be attended by the Professional, State Agency staff, and the Contractors. A project procedure as outlined in DMB-460 Form will be established for the work during the pre-construction meeting. When no organizational meeting is called, the Contractor, before beginning any work, must meet with the staff of the State Agency and arrange a work schedule for the Project. Once the Project has been started, the Contractor must carry it to completion without delay.

01 00 00 - 10

B. Progress Meetings: The project Director or the Professional will schedule progress meeting to be held on the job site whenever needed to supply information necessary to prevent job interruptions, to observe the work or to inspect completed work. The Contractor must be represented at each progress meeting by persons with full authority to act for the Contractor in regard to all portions of the work.

SUBMITTALS SECTION 01 33 00

A. Shop Drawings, Samples and Technical Data: Within 20 days of notice of award of contract and prior to the delivery of any material or equipment to the job site, the Contractor must submit to the Professional, a complete list of material suppliers, Subcontractors, and brand names of all materials required by the Contract Documents.

Each submittal must be stamped/certified to indicate that the Contractor has satisfied the requirement of the Contract Documents and all trade construction Submittals must be coordinated, reviewed and stamped/approved by the Contractor before submission to the Professional. Before each submission, the Contractor must (a) determine and verify all field measurements, quantities, dimensions, instructions for installation and handling of equipment and systems, installation requirements (including location, dimensions, access, fit, completeness, etc.), materials, color, catalog numbers, and other similar data as to correctness and completeness, and (b) have reviewed and coordinated that technical Submittal with other technical submittals and the requirements of the Contract Documents. The Contractor must give the Professional specific written notice of any variation from the requirements of the Contract Documents. Neither the Owner’s authority to review any of the Submittals by the Contractor, nor the Owner’s decision to raise or not to raise any objections about the Submittals, creates or poses any duty or responsibility on the Owner to exercise any such authority or decision for the benefit of the Contractor/Subcontractor/Supplier, any surety to any of them or any other third party. The Contractor is not relieved of responsibility for errors or omissions in shop drawings, product data, samples, or similar submittals just because the Professional approved them. The finalized As-Built/Record Documents and approved Submittals must be required for processing final payment to the Contractor. Thereafter, the Contractor must submit to the Professional with such promptness as to cause no delay in the work, a minimum of five copies of shop drawings, product data catalogs, material schedules, safety data sheets, etc. Following examination by the Professional, three copies will be retained and the remaining copies will be returned to the Contractor with indication of approval or with notations for correction. The following materials, building systems and equipment require submission of shop drawings, material lists, products data catalogs, etc. submission of information on other material or equipment may be requested by the Professional at any time. All required submittals include, but are not limited, to the list below. It is the contractor’s responsibility to full review contract documents and understand the submittal requirements for the projects and it’s components. Furnish total number of submittals so Contractor receives the number back he requires plus 3 to be kept by the Professional.

01 00 00 - 11

ITEMS OF WORK TYPE OF INFORMATION SECTION NO.

DIVISION 1 – GENERAL REQUIREMENTS

Measurement and Payment Schedule of Values 01 22 00 Record Documents Site Layout Dwgs. and Info. 01 30 00 Quality Control Submittal Register, Q.C. 01 45 00 Inspection Program for All Work, Construction Schedule Operations and Maint. Data Hard Copy Manuals 01 93 00

DIVISION 2 – 35

Site Demo. And Removal Plan and Schedule 02 41 00 SESC Plan and Schedule 31 25 00 Fill Material Material and Test Info. 31 23 00 Rip-Rap Stabilization, All Matls. Material and Source Info. 35 42 37 Fire Protection Intake System Shop Dwgs. and Material Info. 21 12 13 Existing Site Conditions Photographs and/or Video 02 00 00 Site Restoration Items Details and Matl. Info As-Needed 02 50 00 Potable Water Service Cut Sheets and Material Info. 22 11 00 Steel Crib Piers Installation Plan, Method, Schedule 22 13 00 and Shop Dwgs, Product Info., Electrical Shop Dwgs., Layout, Connection 26 00 00 Points, Conductor Quantity, Size, All Material Cut Sheets, Testing Records for Approval and Final System Info. to Agencies, Building Code Electrical Permit Certificate And Final System Approval Aggregate Roadway Source and Supplier Info, Gradation 32 11 23 Concrete Paving Source and Supplier Info, Delivery 32 12 12 Tickets, Mix Design Info.

Dredging and Spoils Disposal Dredge, Dewater and Disposal Plan, 35 20 23 Schedule and Sequence, Turbidity Curtain Info, Disposal Records Steel Sheet Piling Installation Plan, Method, Schedule 35 31 16 and Shop Dwgs, Material Certs., Welder Certs.

Steel Crib Piers Installation Plan, Method, Schedule 35 50 00 and Shop Dwgs, Material Certs., Galvanized Coatings Manufacturer Literature, Spec. 09 97 13 Requirement Certification Marine Ladders Material and Product Cut Sheets 35 50 10 Timber Fendering Treatment Info., Ceat Info., 35 59 13 Hardware cut sheets Steel Mooring Pile Installation Plan, Method, Schedule 35 59 29 , Material Certs., B. Submit the following information printed on each and every sheet of shop drawings and on the cover page of each and every specification, catalog or pamphlet.

01 00 00 - 12

C.

- Name and location of the Project

- DTMB File No.

- Drawing No.

- Date of Drawing

- Contractor’s signature and approval stamp indicating that the information is accurate and complete and conforms to the intent of the drawings and specifications.

- A 3-inch wide by 3-inch high clear space for the Professional submittal approval stamp.

MOBILIZATION SECTION 01 71 00

PART 1 – GENERAL

1.1 SUMMARY

A. The section describes work to be done with regard to mobilization for the Contractor.

PART 2 - PRODUCTS

2.1 MATERIALS

A. The contractor shall refer to MDOT standard Specifications for Construction Section 150.

PART 3 - EXECUTION

3.1 GENERAL

A. Bidders shall examine the site and make their own estimates of the work specified herein.

Contractor is responsible for coordinating with others installing related work associated with the contract.

PART 4 – METHOD OF MEASUREMENT

4.1 GENERAL

A. This work will be measured for payment on a LUMP SUM basis

PART 5 – BASIS OF PAYMENT

5.1 GENERAL

A. This work will be paid for on a Lump Sum basis.

Payment will be made under:

ITEM NO. ITEM PAY UNIT

01 00 00.01 Mobilization and General Conditions Lump Sum

01 00 00 - 13

SURVEY AND LAYOUT DATA SECTION 02 21 00

1.1 SUMMARY

A. This work to be done under this section includes labor, materials, equipment, and services necessary to provide survey and layout data for the project.

A. The Contractor must employ a licensed surveyor with proper surveying equipment.

PART 3 - EXECUTION

3.1 GENERAL

A. When applicable, the Contractor must employ a licensed registered land surveyor who must establish and maintain all lines and levels required for laying out and construction the work. The Contractor agrees to assume all responsibility due to inaccuracy of any work of the surveyor, and including incorrect bench marks, their loss or disturbance.

Contractor shall notify the project Professional when staking so that the project Professional may review stakeout prior to construction work being done. Upon completion of the Project the Contractor must submit two copies of site layout drawings prepared for the Project and certified by the surveyor.

4.1 GENERAL

A. This work will not be measured separately for payment

PART 5 – BASIS OF PAYMENT

5.1 GENERAL

A. This work will be paid for on a Lump Sum basis as part of Item 01 00 00.01 Mobilization and General Conditions

QUALITY CONTROL SECTION 01 45 00

A. Testing Laboratory Services: All tests required by the State of Michigan, Department of Management and Budget, Facilities Administration, Design and Construction Division must fulfill ASTM, ANSI, Commercial and other standards for testing. The Contractor must submit a minimum of six copies of each test report to the director for evaluation

01 00 00 - 14 and subsequent distribution. The following general classifications of work require submission of test reports and/or Certificates of Inspection. Additional submissions may be requested by the Professional at any time.

ITEM OF WORK TYPE OF INFORMATION SECTION NUMBER

Concrete Compressive Strength & etc. 32 12 12 Fill Gradation and Compaction 31 23 00 Stone Gradation and Compaction 31 23 00 Potable Water Service Pressure, Sanitation 22 11 00 Electrical As Code Requires, GF Testing 26 00 00 Topsoil pH, Gradation, etc. as Req. 02 50 00 System Operation Observe and Sign-In 01 93 00 Demonstrations

B. Concrete Materials: Before placement of any concrete, the Contractor must submit to the Professional’s approval complete data on the trial concrete mix formulation and testing laboratory report for ASTM C94, twenty-eight-day standard cylinder test for compressive strength of a sample of the concrete mix.

1. The Contractor must furnish to the Professional tickets showing mix formulation, Contractor’s name, project name, mix identification for each load of concrete delivered and installed. If the technical specifications allow added water to the concrete mix after leaving the batch plant, the delivery ticket mist reflect the added water. The Owner’s Field Representative must receive a copy of each delivery ticket for transmittal to the Professional for evaluation.

2. The Professional reserves the right to require the Contractor to core drill questionable cast-in-place concrete for laboratory testing. Should the laboratory analysis indicate the concrete fails to meet specification requirements, the Contractor must pay all costs for core drilling and testing in the laboratory and replace all concrete found to fail meeting the specification requirements. Should the laboratory analysis confirm that the concrete meets specification requirements, the Owner will pay the Contractor for their costs for core drilling, concrete patching and the laboratory fee for testing of the concrete core samples.

C. Typical Note: Contractor must prepare and submit for approval and usage.

- Submittal Register Listing all Submittals Required

- Quality Control Inspection Program for all work Items

- Construction Schedule

These must be submitted and approved well in advance of the start of construction.

See drawings, project documentation and specification manual.

CONSTRUCTION FACILITIES AND TEMP. CONTROLS SECTION 01 52 00

01 00 00 - 15

A. The Contractor must furnish and install all temporary facilities and controls required by the work, must remove them from State property upon completion of the work, and the grounds and existing facilities must be restored to their original condition.

B. If water and electricity is available in the area where work will be performed, the

Contractor will not be charged for reasonable use of these services for construction operation. The Contractor must pay costs for installation and removal of any temporary connections including necessary safety devices and controls. Use of services must not disrupt or interfere with operations of the State Unit.

C. Temporary Sanitary Facilities:

1. Portable Toilets: The Contractor must provide and maintain portable temporary toilets in locations approved by the State Unit. There must be sufficient number of the work force and they must comply with all federal, State and local code requirements. The Contractor must maintain the temporary toilets in a sanitary condition at all times and must remove them when the work under this contract is complete. The Contractor’s employees are not allowed to use any existing State toilet facility.

2. State Toilets: If available, the State Agency will designate a permanent toilet facility on the premises for use by personnel employed in the work. The Contractor must repair any damage to the toilet facility caused by their employees and maintain it in a clean and sanitary condition.

D. Field Office:

1. On Site Trailer: At the beginning of the work, the Contractor must provide a field office with temporary storage building at the site in a location acceptable to the Owner. The building may be a trailer. The Contractor must provide such other temporary buildings as he may require for the use of workers and safe storage for tools and materials. Job signs with Contractor’s name, logos, specialty, etc., are not allowed.

2. Coordinate placement locations with Owner.

SOIL EROSION AND SEDIMENTATION CONTROL SECTION 01 56 00

A. All work under this Contract must meet the storm water management requirements of the Project and comply with the applicable Soil Erosion and Sedimentation Control (SESC) rules and regulations (Soil Erosion and Sedimentation Control – 1994 PA 451, Part 91, as amended, MCL 324.9101 et seq.) and specific provisions and regulations for the same within the Contract Documents. The Department of Management and Budget, Office of Facilities an Authorized Public Agency (APA), has promulgated standard procedures and specifications for erosion control that must be considered a part of the Contract Documents. SESC measures will be monitored and enforced by the Office of

01 00 00 - 16

Facilities through the review of the Contractor’s implementation plans and site inspections. Office of Facilities or the Professional will notify the Contractor in writing of any violation(s) of the applicable SESC statures and/or the corrective action(s) undertaken by the Owner and may issue stop work orders. Office of Facilities has the right to assess a fine to the Contractor for noncompliance with the provisions of the Contract Documents and/or SESC regulations applicable to this work and fines must be in addition to any other remediation cost or liquidated damages applicable to the Project and may exceed the value of the Contract. Also refer to specific project Soil Erosion plans, details and specifications – Section 31 25 00

B. All work under this contract must meet all requirements and conditions as stated in the permits from DTMB, LARA, EGLE and USACE.

MATERIALS AND EQUIPMENT SECTION 01 54 00

A. The Contractor must furnish and be reasonable for all materials, equipment, facilities, tools, supplies and utilities necessary for completing the work. All materials and equipment must be provided as described in the Contract Documents and of good quality, free of defect and new and must be applied, installed, connected, erected, used, cleaned and conditioned following the manufacturer’s and Supplier’ instructions.

Delivery, storage, and Handling: All materials and equipment delivered to and used in the work must be suitably stored and protected from elements that will cause material damage or an undesirable product. The areas used for storage must only be those approved by the State Unit. The Owner assumes no responsibility for stored material.

The ownership and title to materials will not be vested in the Owner before materials are incorporated in the work, unless payment is made by the Owner for stored materials and equipment. After delivery, before and after installation, the Contractor must protect materials and equipment against theft, injury or damage from all causes.

1. Bulk materials subject to deterioration because of dampness, the weather or contamination must be covered and protected while in storage. Materials in containers must be kept in original sealed containers, unopened, with labels plainly indicating manufacturer’s name, brand, type and grad of material.

Containers that are broken, opened, watermarked and/or contain caked, lumpy or otherwise damaged materials are unacceptable and must be immediately removed from the work site.

2. Equipment susceptible to water damage and stored outdoors must be kept form contact with the ground, away from areas subject to flooding and covered with weatherproof plastic sheeting or tarpaulins.

3. The Contractor must certify that any martials stored off-site are:

a. Store on property owned or leased by the Contractor or owned by the agency.

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b. Insured against loss by fire, theft, flood or other hazards.

c. Properly stored and protected against loss or damage.

d. In compliance with the plans and specifications.

e. Specifically allotted, identified and reserved for the project.

f. Itemized for tracking and payment.

g. Subject to these conditions until the items are delivered to the project site.

STORAGE AND PROTECTION SECTION 01 66 00

A. Except as otherwise approved by the Professional, determine and comply with manufacturer’s recommendations on product handling, storage, and protection.

B. Packaging:

1. Deliver products to the job site in their manufacture’s original container, with labels intact and legible.

2. Maintain packaged materials with seals unbroken and labels intact until time of use.

3. Promptly remove damaged material and unsuitable items form job site, and promptly replace with material meeting the specified requirements, at no additional cost to the Owner.

4. The Professional may reject as non-complying such material and products that do not bear identification satisfactory to the Professional as to manufacturer, grade, quality, and other pertinent information.

C. Protection:

1. Provide protection for finished surfaces in vehicle or foot traffic areas prior to allowing equipment or materials to be moved over such surfaces.

2. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner.

FACILITY START UP SECTION 01 75 00

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A. Tests: The complete installation consisting of the several parts of equipment and systems installed according to the requirements of the Contract Documents must be ready in all respects for use by the State Agency and must be subjected to a test at full operating conditions and pressures for normal conditions of use.

B. Adjustments: Contractor must adjust and replace the work which is necessary to fulfill the requirements of the Contract Documents and to comply with the directions and recommendations of the manufacturer of the several parts of equipment, and to comply with all provisions of Professional’s drawings/specifications and all codes and regulations which may apply to the entire installation.

C. Demonstrate: Contractor must provide an on-site demonstration and training of all systems operations to the Owner when it is substantially completed.

CONTRACT CLOSE OUT SECTION 01 77 00

A. Substantial Completion:

The Contractor must notify the Professional, the Project Director of the Design and

Construction Division, Facilities and Business Services Administration and the State Unit when the work will be substantially complete and ready for inspection and preparation of a list of minor replacement, correction and adjustment items. The Contractor must be represented on the job site at the time this inspection is made and thereafter must complete all work by the date set for final acceptance by the Owner.

B. Cleaning:

1. Regular Cleaning: The Contractor must remove all scrap or removed material, debris or rubbish from the project work site at the end of each working day and more frequently whenever the Owner and/or Field Representative deems such material to be a hazard. The Contractor cannot discard materials on the grounds of the State unit without the express permission of the Project Director.

No salvage or surplus material may be sold on the premises of the State Unit.

No burning of debris or rubbish is allowed. Any recycled materials must be recycled and the Contractor will be required to provide recycling plan.

2. Final Cleaning: Just before final acceptance by the State, the Contractor must clean all of the work and existing surfaces, dock elements and contents that were dirtied by their operations and make repairs for any damage or blemish that was caused by the work.

PROJECT RECORD DOCUMENTS SECTION 01 30 00

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A. The Contractor must furnish to the State of Michigan, Department of Technology, Management and Budget, Design and Construction Division, Project Director with their request for final payment, reproducible drawings of plans, and any section or details necessary, clearly showing the actual path and location of materials, utilities and equipment installed in the project. Plans must be drawn at a scale of 1”=20’ or larger.

WARRANTIES AND BONDS SECTION 01 32 00

A. The Contractor must obtain and forward to the State of Michigan, Department of

Technology, Management and Budget, Facilities and Business Services Administration, Design and Construction Division, State Form DMB-437 covering Statements concerning Guarantee and Indebtedness and any other special warranties or requirements of the contract documents. All required material must accompany Contractor’s request for final payment, including all operation and maintenance data required by the contract documents.

END OF DIVISION 1 – GENERAL REQUIREMENTS

OPERATION AND MAINTENANCE DATA

01 93 00 - 1

OPERATION AND MAINTENANCE DATA SECTION 01 93 00

PART 1 - GENERAL

1.1. SUMMARY

A. To aid the continued instruction of operating and maintenance personnel, and to provide a positive source of information regarding products incorporated into the work, furnish and deliver the data described in this section and in pertinent other sections of these Specifications

B. Related work:

1. Documents affecting work of this section include, but are not necessarily limited to, Sections in Division 1 of these Specifications.

2. Required contents of submittals also may be amplified in pertinent other sections of these Specifications.

1.2. SUBMITTALS

A. Comply with pertinent provisions of Division 1 – Section 01 33 00.

B. Submit two copies of a preliminary draft of the proposed manual or manuals to the Professional for review and comments.

C. Unless otherwise directed in the pertinent other sections, or in writing by the

Professional, submit four copies of the final manual to the Professional prior to indoctrination of operation and maintenance personnel and other Owner representatives.

1.3. QUALITY ASSURANCE

A. In preparing data required by this section, use only personnel who are thoroughly trained and experienced in operation and maintenance of the described items, completely familiar with the requirements of this Section, and skilled in technical writing to the extent needed for communicating the essential data.

PART 2 – PRODUCTS

2.1. INSTRUCTION MANUALS

A. Where instruction manuals are required to be submitted under other sections of these

Specifications, prepare in accordance with the provisions of this section.

B. Format:

1. Size: 8-1/2” x 11”

2. Paper: White bond, at least 20 lb. weight

3. Text: Neatly written or printed

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1. Drawings: 11” in height preferable; bind in with text; foldout acceptable; larger drawings acceptable but fold to fit within the Manual and provide a drawing pocket inside rear cover or bind in with text.

2. Flysheets: Separate each portion of the Manual with neatly prepared flysheets briefly describing contents of the ensuing portion;

flysheets may be in color.

3. Binding: Use heavy-duty plastic or fiberboard covers with binding mechanism concealed inside the Manual; 3-ring binders will be acceptable; all binding is subject to the Professional’s approval.

4. Measurements: Provide all measurements in U.S. standard units such as feet-and-inches, lbs, and cfm; where items may be expected to be measured within ten years in accordance with metric formulae, provide additional measurements in the “International System of Units” (SI).

B. Provide front and back covers for each Manual, using durable material approved by the

Professional, and clearly identified on or through the cover with at least the following information.

OPERATING AND MAINTENANCE INSTRUCTIONS

( Name and address of Work )

( Name of Contractor )

( General subject of this Manual )

( Space for signature of the ) ( Professional and approval date )

C. Contents: Include at least the following:

1. Neatly typewritten index near the front of the manual, giving immediate information as to location within the manual of all emergency data regarding the installation.

2. Complete instructions regarding operation and maintenance of all equipment involved, including lubrication, disassembly, re-assembly, fuel, mechanical including water, sanitary, electrical…