Washington Park Utility Extension Project PART TWO Specifications.pdf

CITY of OWOSSO, MICHIGAN

PART TWO:

WASHINGTON PARK LIFT STATION

The Specifications that follow are to be used only for the portion of the work related to the Washington

Park Lift Station (Part Two) as documented on the following Drawings as included in this Project:

DRAWING TITLE

C-001 General Notes & Legend

C-101 Proposed Site Plan

C-501 Standard Details

C-502 Pump Station Details

E-001 Notes & Legend

E-101 Proposed Site Plan and One-Line

E-501 Standard Details

M-101 Mechanical New Work

Prepared by

City of Owosso

Washington Park Smart Homes Utility Extension Project

Part Two – Washington Park Lift Station TC-1

TABLE OF CONTENTS

SECTION

TITLE PAGES

DIVISION 01 - GENERAL REQUIREMENTS

011100 SUMMARY OF WORK 1

012100 ALLOWANCES 3

013300 SUBMITTALS 6

014500 QUALITY CONTROL SERVICES 3

015000 TEMPORARY FACILITIES 4

016000 GENERAL EQUIPMENT STIPULATIONS 3

017700 CONTRACT CLOSEOUT 4

DIVISION 02 - EXISTING CONDITIONS

028050 RESTORATION WORK 7

DIVISION 03 - CONCRETE

033150 CONCRETE WORK 6

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 3

231123 FACILITY NATURAL-GAS PIPING 11

DIVISION 26 - ELECTRICAL

260500 COMMON WORK RESULTS FOR ELECTRICAL 7

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 3

260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES 5

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 7

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 5

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 8

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 3

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 9

262213 LOW-VOLTAGE DISTRIBUTION TRANSFORMERS 7

262416 PANELBOARDS 8

263213.16 GAS-ENGINE-DRIVEN GENERATOR SETS 17

263600 TRANSFER SWITCHES 9

DIVISION 31 – EARTHWORK

312000 EARTHWORK 7

312300 EXCAVATION AND BACKFILL 7

DIVISION 33 – UTILITIES

333100 SEWERS 6

333216 PACKAGED PUMP STATIONS 12

END OF TABLE OF CONTENTS

Part Two – Washington Park Lift Station 011100-1

SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY

A. PART TWO is located on W. Wesley Drive, 325-ft west of N. Water Street.

B. PART TWO consists of installation of a new sewage lift station and associated piping, including gravity and force main that connects to other work described elsewehre in the Contract Documents.

1.02 MISCELLANEOUS PROVISIONS

A. CONTRACTOR shall notify all Owners of public utilities within the right-of-way or easement for the purpose of establishing the approximate locations of the utilities in accordance with the requirements of Act No. 53 Public Acts of 1974 of the State of Michigan. CONTRACTOR shall notify MISS DIG-Utility Communication System, 1-800-482-7171, three working days prior to starting any excavation with power equipment.

B. CONTRACTOR shall be responsible for verifying the location of all underground utilities by magnetic or other type instruments before beginning excavation Work.

C. Time and Sequence of Work: In general, it is the intention and understanding that CONTRACTOR shall have control over the sequence or order of execution of the several parts of the Work to be done under the Contract and over the method of accomplishing the required results, except as some particular sequence or method may be distinctly demanded by the Drawings and Project Manual or by the expressed provisions of the Contract. ENGINEER may, however, make such reasonable requirements as may, in ENGINEER's judgment, be necessary for the proper and effective protection of Work partially or wholly completed, and to these requirements CONTRACTOR shall conform.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

END OF SECTION

Part Two – Washington Park Lift Station 012100-1

SECTION 012100 - ALLOWANCES

A. This Section specifies administrative and procedural requirements for processing Allowances.

Selected materials and equipment, and in some cases their installation, are shown and specified in the

Contract Documents by Allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. Additional requirements, if necessary, will be issued by

Change Order.

1.02 SUBMITTALS

A. Submit invoices or delivery slips to indicate actual quantities of materials delivered to the Site for use in fulfillment of each Allowance.

1.03 OWNER’S INSTRUCTIONS

A. At the earliest feasible date after Contract Award, advise ENGINEER of the date when the final selection and purchase of each product or system described by an Allowance must be completed in order to avoid delay in performance of the Work.

B. When requested by ENGINEER, obtain Bids for each Allowance for use in making final selections;

include recommendations that are relevant to performance of the Work.

C. Purchase products and systems as selected by ENGINEER from the designated supplier.

D. Use Allowances only as directed for OWNER's purposes, and only by Change Orders which designate amounts to be charged to the Allowance.

E. If the actual price for the specified Allowance is more or less than the stated Allowance, the Contract

Price shall be adjusted accordingly by Change Order. The adjustment in Contract Price shall be made in accordance with Paragraph 11.02 of the General Conditions.

F. Change Orders authorizing use of funds from the Contingency or Provisionary Allowances will include CONTRACTOR's related costs and reasonable overhead and profit margins.

G. At Project closeout, any amounts remaining in Allowances will be credited to OWNER by Change

Order.

Part Two – Washington Park Lift Station 012100-2

3.01 INSPECTION

A. Inspect products covered by an Allowance promptly upon delivery for damage or defects.

3.02 PREPARATION

A. Coordinate materials and their installation for each Allowance with related materials and installations to ensure that each Allowance item is completely integrated and interfaced with related construction activities.

Part Two – Washington Park Lift Station 012100-3

SCHEDULE OF ALLOWANCES

1. Allowance for Electrical Utility Connection. The CONTRACTOR shall coordinate with Consumers

Energy to relocate the nearby residence existing service around the pump station footprint including overhead wiring, additional pole(s), etc. to allow for overhead maintenance of the pump station and obtain a permanent utility feed from the relocated overhead electrical power lines, as noted on Drawings to avoid conflicts during performance of the site Work. An Allowance of $20,000 shall be included in the

Contract Price for this Work. CONTRACTOR shall make all arrangements for and shall pay for this

Work under this Contract. For further information, contact:

Company: Consumers Energy

2. Lump Sum allowance to furnish and install one Cellular RTU with MicroLogix PLC, UPS, ethernet switch, cables, 24VDC power supply, cellular modem, and antenna. UIS will provide submittals, panel drawings, and O&M manual. UIS will provide programming and startup services for integration to UIS cloud-based SCADA system to monitor the new lift station with functionality similar to the City’s other facilities. An Allowance of $20,000 for the base Bid Price shall be included in the Contract Price for this

Work. CONTRACTOR shall allocate time within the contract to oversee this installation.

CONTRACTOR shall make all arrangements for and shall pay for this Work under this Contract. For further information, contact:

Contact: UIS - Ken Wesley (phone 734-424-1200), 2290 Bishop Circle East, Dexter, MI 48130

3. Lump Sum Allowance for Natural Gas Service. The Utility Company Consumers Energy will provide gas service as shown on Drawings. Equipment and Work to be included in the allowance shall include the material and labor from the point of utility disconnection and reconnection at the Washington Park

Lift Station generator. An Allowance of $10,000 shall be included in the Contract Price for this Work.

CONTRACTOR shall make all arrangements for and shall pay for this Work under this Contract. The allowance shall not include the other equipment and materials beyond the disconnection services unless indicated otherwise. Site preparation work for the utility service shown shall be paid for under Division

31 of this Contract and is not part of this Allowance.

Company: Consumers Energy

Part Two – Washington Park Lift Station 013300-1

SECTION 013300 - SUBMITTALS

A. This Section specifies administrative and procedural requirements for submittals, including, but not necessarily limited to, the following:

1. CONTRACTOR's Construction Schedule.

2. Submittal Schedule.

3. Shop Drawings.

4. Product data.

5. Samples.

6. Progress photographs.

7. Record photographs.

B. Topics covered elsewhere include, but are not limited to:

1. Permits.

2. Applications for payment.

3. Performance and payment bonds.

4. Insurance certificates.

5. List of subcontractors.

1.02 SUBMITTALS

A. Bonds and Insurance Certificates shall be submitted to and approved by OWNER and ENGINEER prior to the initiation of any construction on Site.

B. Permits, Licenses, and Certificates: For OWNER's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents; correspondence and records established in conjunction with compliance with standards; and regulations bearing upon performance of the Work.

1.03 SUBMITTAL PROCEDURES

A. Coordination:

1. Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

3. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.

4. ENGINEER reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing:

1. Allow sufficient review time so that installation shall not be delayed as a result of the time required to process submittals, including time for resubmittals.

Part Two – Washington Park Lift Station 013300-2

2. ENGINEER will review and return submittals with reasonable promptness, or advise

CONTRACTOR when a submittal being processed must be delayed for coordination or receipt of additional information by putting the submittal "On Hold" and returning a transmittal identifying the reasons for the delay.

3. No extension of Contract Time will be authorized because of failure to transmit submittals to

ENGINEER sufficiently in advance of the Work to permit processing.

C. Submittal Preparation:

1. Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.

2. Provide a space approximately 4 inches by 5 inches on the label or beside the title block on submittals not originating from CONTRACTOR to record CONTRACTOR's review and approval markings and the action taken.

3. Include the following information on the label for processing and recording action taken.

a. Project name.

b. Date.

c. Name and address of ENGINEER.

d. Name and address of CONTRACTOR.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Number and title of appropriate Specification Section.

i. Drawing number and detail references, as appropriate.

4. Any markings done by CONTRACTOR shall be done in a color other than red. Red is reserved for ENGINEER's marking.

5. The number of copies to be submitted will be determined at the pre-construction conference.

Reproducibles may be submitted and will be marked and returned to CONTRACTOR. Blue or black line prints shall be submitted in sufficient quantity for distribution to ENGINEER and

OWNER recipients.

D. Submittal Transmittal:

1. Package each submittal appropriately for shipping and handling. This shall include an index either on the transmittal or within the submittal itself. Transmit each submittal from

CONTRACTOR to ENGINEER using a transmittal form. Submittals received from sources other than CONTRACTOR will be returned without action. Use separate transmittals for items from different specification sections. Number each submittal consecutively. Resubmittals should have the same number as the original, plus a letter designation for each resubmittal (i.e., 7-A, 7-B, etc.).

2. Indicate on the transmittal relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include CONTRACTOR's certification that information complies with Contract

Document requirements. On resubmittal, all changes shall be clearly identified for ease of review. Resubmittals shall be reviewed for the clearly identified changes only. Any changes not clearly identified will not be reviewed and original submittal shall govern.

1.04 CONSTRUCTION SCHEDULE

A. Bar Chart Schedule:

1. Prepare a fully developed, horizontal bar chart type Construction Schedule. Submit within

30 days of the date established for "Commencement of the Work."

Part Two – Washington Park Lift Station 013300-3

2. Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated on Schedule of Values.

3. Prepare Schedule on a sheet, or series of sheets, of stable transparency or other reproducible media, of sufficient width to show data for the entire construction period.

4. Secure time commitments for performing critical elements of the Work from parties involved.

Coordinate each element on Schedule with other construction activities; include minor elements involved in the sequence of the Work. Show each activity in proper sequence. Indicate graphically sequences necessary for completion of related portions of the Work.

5. Coordinate Construction Schedule with Schedule of Values, list of subcontracts, Submittal

Schedule, progress reports, payment requests, and other schedules.

6. Indicate completion in advance of the date established for Substantial Completion. Indicate

Substantial Completion on Schedule to allow time for ENGINEER's procedures necessary for certification of Substantial Completion.

B. Schedule Updating: Revise Schedule after each meeting or activity where revisions have been recognized or made within 2 weeks following the meeting or activity.

1.05 SUBMITTAL SCHEDULE

A. After development and acceptance of Construction Schedule, prepare a complete Schedule of

Submittals. Submit Schedule within 10 days of the date required for establishment of Construction

Schedule.

B. Coordinate Submittal Schedule with the list of subcontracts, Schedule of Values, and the list of products, as well as Construction Schedule.

C. Prepare Schedule in chronological order; include submittals required during the first 90 days of construction. Provide the following information:

1. Scheduled date for the first submittal.

2. Related Section number.

3. Submittal category.

4. Name of subcontractor.

5. Description of the part of the Work covered.

6. Scheduled date for resubmittal.

7. Scheduled date ENGINEER's final release or approval.

D. Following response to initial submittal, print and distribute copies to ENGINEER, OWNER, subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.

E. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

F. Schedule Updating: Revise Schedule after each meeting or activity where revisions have been recognized or made within 2 weeks following the meeting or activity.

Part Two – Washington Park Lift Station 013300-4

1.06 SHOP DRAWINGS

A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings.

B. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates, and similar drawings. Include the following information:

1. Dimensions.

2. Identification of products and materials included.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

C. Nameplate data for equipment including electric motors shall be included on Shop Drawings.

Electric motor data shall state the manufacturer, horsepower, service factor, voltage, enclosure type, oversize wiring box, etc.

D. Shop Drawings shall indicate shop painting requirements to include type of paint and manufacturer.

E. Standard manufactured items in the form of catalog work sheets showing illustrated cuts of the items to be furnished, scale details, sizes, dimensions, quantity, and all other pertinent information should be submitted and approved in a similar manner.

F. Measurements given on Shop Drawings or standard catalog sheets, as established from Contract

Drawings and as approved by ENGINEER, shall be followed. When it is necessary to verify field measurements, they shall be checked and established by CONTRACTOR. The field measurements so established shall be followed by CONTRACTOR and by all affected trades.

G. Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 inches by 11 inches but no larger than 36 inches by 48 inches.

H. Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction.

1.07 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as Shop Drawings.

B. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing agency standards.

4. Application of testing agency labels and seals.

Part Two – Washington Park Lift Station 013300-5

5. Notation of dimensions verified by field measurement.

6. Notation of coordination requirements.

C. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

1.08 SAMPLES

A. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern.

B. Mount, display, or package Samples in the manner specified to facilitate review of qualities indicated. Prepare Samples to match ENGINEER's Sample. Include the following:

1. Generic description of the Sample.

2. Sample source.

3. Product name or name of manufacturer.

4. Compliance with recognized standards.

5. Availability and delivery time.

C. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed.

D. Where variation in color, pattern, texture, or other characteristics are inherent in the material or product represented, submit multiple units (not less than 3) that show approximate limits of the variations.

E. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics.

F. Preliminary Submittals: Where Samples are for selection of color, pattern, texture, or similar characteristics from a range of standard choices, submit a full set of choices for the material or product.

1. Preliminary submittals will be reviewed and returned with ENGINEER's mark indicating selection and other action.

G. Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristics, submit 3 sets; 1 will be returned marked with the action taken.

H. Maintain sets of Samples, as returned, at the Site, for quality comparisons throughout the course of construction.

I. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

J. Sample sets may be used to obtain final acceptance of the construction associated with each set.

Part Two – Washington Park Lift Station 013300-6

1.09 ENGINEER'S ACTION

A. Except for submittals for record, information or similar purposes, where action and return is required or requested, ENGINEER will review each submittal, mark to indicate action taken, and return promptly.

1. Compliance with specified characteristics is CONTRACTOR's responsibility.

B. Action Stamp: ENGINEER will stamp each submittal with a uniform, self-explanatory action stamp.

The stamp will be appropriately marked, as follows, to indicate the action taken:

1. Final Unrestricted Release: Where submittals are marked "No Exceptions Taken," that part of the Work covered by the submittal may proceed provided it complies with requirements of the

Contract Documents; final acceptance will depend upon that compliance.

2. Final-But-Restricted Release: When submittals are marked "Furnish as Corrected," that part of the Work covered by the submittal may proceed, provided it complies with notation or corrections on the submittal and requirements of the Contract Documents; final acceptance will depend on that compliance.

3. Returned for Resubmittal: When submittal is marked "Rejected" or "Revise and Resubmit," do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat if necessary to obtain a different action mark.

a. Do not permit submittals marked "Rejected" or "Revise and Resubmit" to be used at Site, or elsewhere where Work is in progress.

4. Other Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Acknowledge Receipt."

5. The approval of ENGINEER shall not relieve CONTRACTOR of responsibility for errors on

Drawings or submittals as ENGINEER's checking is intended to cover compliance with

Drawings and Specifications and not enter into every detail of the shop work.

Part Two – Washington Park Lift Station 014500-1

SECTION 014500 - QUALITY CONTROL SERVICES

A. This Section specifies administrative and procedural requirements for quality control services.

B. Quality control services include inspections and tests and related actions including reports, performed by independent agencies, governing authorities, and CONTRACTOR. They do not include Contract enforcement activities performed by ENGINEER.

C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve CONTRACTOR of responsibility for compliance with

Contract Document requirements.

D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products.

E. Specific quality control requirements for individual construction activities are specified in the

Sections that specify those activities. Those requirements, including inspections and tests, cover production of standard products as well as customized fabrication and installation procedures.

F. Inspections, tests, and related actions specified are not intended to limit CONTRACTOR's quality control procedures that facilitate compliance with Contract Document requirements.

G. Requirements for CONTRACTOR to provide quality control services required by ENGINEER, OWNER, or authorities having jurisdiction are not limited by provisions of this Section.

1.02 CONTRACTOR RESPONSIBILITIES

A. Provide inspections, tests, and similar quality control services, specified in individual Specification

Sections and required by governing authorities, except where they are specifically indicated to be

OWNER's responsibility, or are provided by another identified entity; these services include those specified to be performed by an independent agency and not by CONTRACTOR. Costs for these services shall be included in the Contract Price.

B. Employ and pay an independent agency to perform specified quality control services.

C. CONTRACTOR and each agency engaged to perform inspections, tests, and similar services shall coordinate the sequence of activities to accommodate required services with a minimum of delay. In addition, CONTRACTOR and each agency shall coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests.

D. Schedule times for inspections, tests, taking samples, and similar activities.

E. Retesting: CONTRACTOR is responsible for retesting where results of required inspections, tests, or similar services prove unsatisfactory and do not indicate compliance with Contract Document requirements, regardless of whether the original test was CONTRACTOR's responsibility.

Part Two – Washington Park Lift Station 014500-2

1. Cost of retesting construction revised or replaced by CONTRACTOR is CONTRACTOR's responsibility, where required tests were performed on original construction.

F. Associated Services: Cooperate with agencies performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include but are not limited to:

1. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests.

2. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples.

3. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories.

4. Providing the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency.

5. Security and protection of samples and test equipment at the Project site.

1.03 OWNER RESPONSIBILITIES

A. Provide inspections, tests, and similar quality control services specified to be performed by independent agencies and not by CONTRACTOR, except where they are specifically indicated as

CONTRACTOR's responsibility or are provided by another identified entity. Costs for these services are not included in the Contract Price.

B. Engage and pay for the services of an independent agency to perform inspections and tests specified as OWNER's responsibility.

C. OWNER will employ and pay for the services of an independent agency, testing laboratory, or other qualified firm to perform services which are OWNER's responsibility.

1.04 TESTING AGENCY RESPONSIBILITIES

A. Where OWNER has engaged a testing agency or other entity for testing and inspection of a part of the Work, and CONTRACTOR is also required to engage an entity for the same or related element, CONTRACTOR shall not employ the entity engaged by OWNER, unless otherwise agreed in writing with OWNER.

B. The independent testing agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Specification Sections shall cooperate with ENGINEER and

CONTRACTOR in performance of its duties, and shall provide qualified personnel to perform required inspections and tests.

C. The agency shall notify ENGINEER and CONTRACTOR promptly of irregularities or deficiencies observed in the Work during performance of its services.

D. The agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract

Documents, or approve or accept any portion of the Work.

E. The agency shall not perform any duties of CONTRACTOR.

Part Two – Washington Park Lift Station 014500-3

1.05 SUBMITTALS

A. The independent testing agency shall submit a certified written report of each inspection, test, or similar service to ENGINEER in triplicate, unless CONTRACTOR is responsible for the service. If

CONTRACTOR is responsible for the service, submit a certified written report of each inspection, test, or similar service through CONTRACTOR in triplicate.

B. Submit additional copies of each written report directly to the governing authority, when the authority so directs.

C. Written reports of each inspection, test, or similar service shall include, but not be limited to:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the inspection or test.

6. Designation of the Work and test method.

7. Identification of product and Specification Section.

8. Complete inspection or test data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample taking and testing.

11. Comments or professional opinion as to whether inspected or tested Work complies with

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

3.01 REPAIR AND PROTECTION

A. Upon completion of inspection, testing, sample taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes.

B. Protect construction exposed by or for quality control service activities and protect repaired construction.

C. Repair and protection is the CONTRACTOR's responsibility regardless of the assignment of responsibility for inspection, testing, or similar services.

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SECTION 015000 - TEMPORARY FACILITIES

A. Section Includes: This Section specifies procedural and administrative requirements for temporary services and facilities.

B. Temporary Construction and Support Facilities include, but are not limited to:

1. Sanitary facilities.

C. Sedimentation Control Facilities required include, but are not limited to:

1. Soil erosion and sedimentation control.

2. Dewatering trenches and disposal of excess excavated material.

1.02 REFERENCES

A. Natural Resources and Environmental Protection Act, P.A. 451 (Act 451) of 1994.

B. Guidebook of Best Management Practices for Michigan Watersheds.

C. Local Soil Erosion Control Ordinance or requirements.

D. Michigan Manual of Uniform Traffic Control Devices (MMUTCD).

E. Codes and Standards:

1. Comply with NFPA Code 241, "Building Construction and Demolition Operations," ANSI A10

Series standards for "Safety Requirements for Construction and Demolition," and NECA

Electrical Design Library, "Temporary Electrical Facilities."

2. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services," prepared jointly by AGC and ASC, for industry recommendations.

3. Comply with NEMA, NECA, and UL standards and regulations for temporary electric service.

Install service in compliance with National Electric Code (NFPA 70).

1.03 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to:

1. Building Code requirements.

2. Health and Safety regulations.

3. Utility Company regulations.

4. Police, Fire Department, and Rescue Squad rules.

5. Environmental Protection regulations.

6. State and Local Soil Erosion and Sedimentation Control regulations.

Part Two – Washington Park Lift Station 015000-2

1.04 PROJECT CONDITIONS

A. Unless otherwise provided in these Specifications, CONTRACTOR shall make CONTRACTOR's own arrangements for electricity, gas, water, and sewer services for use during the construction of the Work and shall pay for all temporary facilities, connections, extensions, and services.

1. Cost or use charges for temporary facilities are not chargeable to OWNER or ENGINEER, and will not be accepted as a basis of claims for a Change Order.

B. Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do no overload facilities or permit them to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on Site.

2.01 MATERIALS

A. Water: Provide potable water approved by local health authorities.

B. Seed: Consisting of, per acre, 10 pounds Kentucky 31 fescue, 3 pounds Birdsfoot Trefoil, and

3 pounds white clover.

C. Fertilizers: Consisting of, at least, 200 pounds per acre 12:12:12, or equivalent.

D. Mulches: Consisting of 2 tons per acre of straw or hay. Chemical mulch or other approved material may be used.

2.02 EQUIPMENT

A. Temporary Toilet Units: Provide self-contained single-occupant toilet units, properly vented and fully enclosed with a glass fiber-reinforced polyester shell or similar nonabsorbent material.

B. First Aid Supplies: Comply with governing regulations.

C. Fire Extinguishers: Provide hand-carried, portable, UL rated, Class "A" fire extinguishers for temporary offices and similar spaces.

1. In other locations, provide hand-carried, portable, UL rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures.

2. Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure.

3.01 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION

A. Sanitary Facilities: Sanitary facilities include temporary toilets, wash facilities, and drinking water fixtures. Comply with regulations and health Codes for the type, number, location, operation, and maintenance of fixtures and facilities. Install where facilities will best service the Project's needs.

Part Two – Washington Park Lift Station 015000-3

1. Provide toilet tissue, paper towels, paper cups, and similar disposable materials for each facility.

Provide covered waste containers for used material.

2. Install self-contained toilet units. Shield toilets to ensure privacy. Use of pit-type privies will not be permitted.

3. Install wash facilities supplied with potable water at convenient locations for personnel involved in handling materials that require wash-up for a healthy and sanitary condition. Dispose of drainage properly. Supply cleaning compounds appropriate for each condition.

4. Provide safety showers, eyewash fountains and similar facilities where needed for safety and sanitation of personnel.

3.02 SEDIMENTATION CONTROL FACILITIES INSTALLATION

A. Soil Erosion and Sedimentation Control: CONTRACTOR shall take all precautions necessary to prevent soil erosion of areas disturbed by the construction and shall ensure that all soil erosion be contained within the construction Site. CONTRACTOR shall provide temporary slope protection, temporary dikes, etc., as required to prevent eroded materials from entering any sewers or natural watercourses.

1. CONTRACTOR shall comply with Natural Resources and Environmental Protection Act, P.A. 451 (Act 451) of 1994, Part 91 of the Michigan Complied Laws and local city or county soil erosion control programs.

B. Dewatering Trenches and Disposal of Excess Excavated Material:

1. Pumping or draining from trench excavations shall be made on either side of the pipeline and not into the waters of the State. It shall be CONTRACTOR's responsibility to secure the necessary approval of private landowners before discharging water from the trench excavation onto private lands. Water shall be discharged in such a manner as to cause no pollution or erosion problems.

2. CONTRACTOR shall dewater to existing storm sewer systems wherever possible; method of disposal shall be approved by OWNER. All discharge from dewatering wells discharged onto the ground ahead of being piped to a natural watercourse or lake via an existing storm sewer system or by a temporary piping system shall have built at the point of entry into such storm sewer a silt retention structure.

3. The silt retention structure may consist of several straw bales adequately anchored and placed as directed by ENGINEER. Any eventual silt or solids retained in the area of these structures shall be removed prior to removal of the structure. At no time will silt or similar materials be permitted to filter into a lake or natural watercourse. There shall be no sidecasting of any excavated material into any waterway. Excess excavated material from stream crossings and excavation near streams shall be removed and disposed of elsewhere, and not within the floodplain.

C. Final Topography Protection: When final topography has been established, all bared soil shall be seeded, fertilized, and mulched in an effort to restore to a protected condition, except in flat, active farm fields. Critical areas shall be sodded as specified under Section 02315.

1. The permanent protection measures shall be in effect not more than 30 days after the earth change is completed, except at tie-in areas at both sides of the stream where temporary measures will be installed within 3 days following a pipeline crossing. Temporary measures may include a row of sandbags at the top of the bank, a row of pegged bales of straw, or an earth berm or diversion ditch. These temporary measures shall be maintained until permanent measures are installed.

2. Where construction involves placing pipes in roadways or under other impervious materials, special care shall be provided by CONTRACTOR.

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3. Provide control measures at all storm sewer catch basins by providing straw or other types of filters or construct sediment traps adjacent to inlets.

4. If a roadway has a grass ditch area, minimize disturbance and provide filter berms (straw or gravel) or sediment traps as appropriate.

5. Provide proper downdrain structures to control increased runoff to streams and drains.

6. Stabilize the roadway as soon as possible after placement of the utility. Temporary erosion control measures shall be instituted until final paving is complete. Such measures may include a subbase surfacing application or gravel surfacing. Compaction of soil may suffice if other control measures are effected.

3.03 FIELD QUALITY CONTROL

A. Any unforeseen situations that may be encountered during the course of construction that may cause accelerated erosion and deposition of sediment into waterways and/or lakes shall be controlled by methods that may include sediment traps, sediment basins, or holding ponds. Any slope failures or development of gullies after construction has been completed shall be corrected immediately.

B. Should the local Regulatory Agency determine at any time during construction that the construction operation is in violation of the Natural Resources and Environmental Protection Act, P.A. 451

(Act 451) of 1994 and cite OWNER, CONTRACTOR or Subcontractor shall take immediate action, as directed by OWNER, to ensure compliance with the Act.

3.04 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse.

B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements.

1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour-day basis where required to achieve indicated results and to avoid possibility of damage.

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SECTION 016000 - GENERAL EQUIPMENT STIPULATIONS

A. These General Equipment Stipulations apply, in general, to all equipment provided under other

Specification Sections. They shall supplement the detailed equipment specifications, but in cases of conflict the equipment specifications shall govern.

1.02 OPERATION AND MAINTENANCE

A. All equipment suppliers shall submit to ENGINEER, through CONTRACTOR, 4 bound copies and

1 electronic/digital format copy of a manual containing specifications, Drawings, and descriptions of equipment; installation instructions; operation, maintenance, and lubrication manuals; parts lists;

emergency instructions; and where applicable, test data with curves, wiring diagrams, PLC programs on CD and schematics. This information shall be submitted for each item of equipment furnished under this Contract and shall be specific to the exact equipment models complete with all appurtenances provided. It shall also include detailed, comprehensive directions for all required maintenance activities and for the repair or replacement of all wearing parts. Special attention shall be paid to necessary safety precautions that OWNER’s staff should take when operating, maintaining, or repairing the equipment.

1. Bound copies of O&M Manuals shall be in addition to any instructions shipped with the equipment and shall be submitted only after ENGINEER has given final approval of Shop

Drawings. All manuals shall be submitted to ENGINEER following final Shop Drawing approval and prior to the date of shipment of the equipment to the Site. Organize operation and maintenance manuals into suitable sets of manageable size, organized by section or process, as directed by ENGINEER. Bind properly indexed data in heavy-duty 2-inch, 3-ring vinyl-covered binders, with pocket folders for folded sheet information. Appropriate identification shall be noted on the front and spine of each binder.

2. Electronic Copy of O&M Manuals: Each equipment O&M manual shall be provided with an electronic disk, matching the content of the final approved printed O&M Manual. The information shall be saved in a single ".pdf" file, with bookmarks for each chapter, section, appendices, etc., as well as each piece of equipment. Where numerous pieces of equipment may be addressed within a section, a second tier of bookmarks shall be provided to allow quick access to each piece of equipment or key piece of information.

3. "Sample" Table of Contents:

Bookmarks

Table of Contents Section 1 - Approved Shop Drawings

Submersible Pumps Section 2 - Installation Instructions and Parts Identification

Submersible Pumps Section 3 - Operations and Maintenance Information Section 4 - Troubleshooting (If not included in Section 3.)

Section 5 - Parts List (If not included in Section 3.)

Section 6 - Lubrication Instructions (If not included in Section 3.)

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4. These manuals shall be in addition to any instructions shipped with the equipment and shall be submitted only after ENGINEER has given final approval of Shop Drawings. All manuals shall be submitted to ENGINEER following final Shop Drawing approval and prior to the date of shipment of the equipment to the Site. Each manual shall be bound in a heavy fiberboard or hardback cover having indicated thereon the type of equipment, manufacturer's name, and year of purchase. An index to the information contained therein shall be bound inside the front cover of each manual.

1.03 QUALITY ASSURANCE

A. Compliance with OSHA: All equipment provided under this Contract shall meet all the requirements of the Federal and/or State Occupational Safety and Health Acts. Each equipment supplier shall submit to ENGINEER certification that the equipment furnished is in compliance with OSHA.

B. Electrical Codes, Ordinances, and Industrial Standards: The design, testing, assembly, and methods of installation of the wiring materials, electrical equipment and accessories proposed under this

Contract shall conform to the National Electrical Code and to applicable State and local requirements. UL listing and labeling shall be adhered to under this Contract. Any equipment that does not have a UL, FM, CSA, or other listed testing laboratory label shall be furnished with a notarized letter signed by the supplier stating that the equipment furnished has been manufactured in accordance with the National Electrical Code and OSHA requirements. Any additional cost resulting from any deviation from codes or local requirements shall be borne by CONTRACTOR.

1.04 SHIPPING AND HANDLING EQUIPMENT

A. All equipment shall be boxed, crated, or otherwise completely enclosed and protected during shipment and handling.

3.01 EQUIPMENT BASES

A. The baseplate shall be installed on a concrete base. Baseplates shall be anchored to the concrete base with suitable anchor bolts and grouted in place.

3.02 EQUIPMENT INSTALLATION CHECK

A. An experienced, competent, and authorized representative of the manufacturer or supplier of each item of equipment shall visit Site of Work a minimum of 2 times, once prior to installation to review installation procedures with CONTRACTOR and once after installation to inspect, check, adjust if necessary, and approve the equipment's installation. The equipment supplier's representative shall revisit Site as often as necessary until all trouble is corrected and the equipment installation and operation is satisfactory to ENGINEER.

B. Manufacturer's representative shall provide all necessary tools and testing equipment required including noise level and vibration sensing equipment.

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C. Each equipment supplier's representative shall furnish to OWNER, through ENGINEER, a written report certifying that the equipment:

1. Has been properly installed and lubricated;

2. Is in accurate alignment;

3. Is free from any undue stress imposed by connecting piping or anchor bolts;

4. Has been operated under full load condition and that it operated satisfactorily to ENGINEER;

5. That OWNER's Representative has been instructed in the proper maintenance and operation of the equipment; and

6. Furnish OWNER a copy of all test data recorded during the installation check including noise level and vibration readings.

3.03 OPERATION AND MAINTENANCE TRAINING

A. Provide services of manufacturer's service representative to instruct OWNER's personnel in operation and maintenance of equipment. Training shall include start-up and shutdown, servicing and preventative maintenance schedule and procedures, and troubleshooting procedures plus procedures for obtaining repair parts and technical assistance.

1. Manufacturer’s representative shall provide 1 day, 8 hours, on-Site training.

2. Review operating and maintenance data contained in the operating and maintenance manuals.

3. Schedule training with OWNER, provide at least 7-day prior written notice to ENGINEER.

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SECTION 017700 - CONTRACT CLOSEOUT

A. This Section specifies administrative and procedural requirements for Contract closeout including, but not limited to:

1. Warranties and Bonds.

2. Requirements for Substantial Completion.

3. Project record document submittal.

4. Equipment acceptance.

5. Operating and maintenance manual submittal.

6. Final cleaning.

B. Refer to the General Conditions for terms of CONTRACTOR's special warranty of workmanship and materials.

C. Specific requirements for warranties for the Work and products and installation that are specified to be warranted, are included in the individual Sections of Divisions 2 through 16.

D. Certifications and other commitments and agreements for continuing services to OWNER are specified elsewhere in the Contract Documents.

1.02 WARRANTY REQUIREMENTS

A. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve CONTRACTOR of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with

CONTRACTOR.

B. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work.

C. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.

D. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents.

CONTRACTOR is responsible for the cost of replacing or rebuilding defective Work regardless of whether OWNER has benefited from use of the Work through a portion of its anticipated useful service life.

E. OWNER's Recourse: Written warranties made to OWNER are in addition to implied warranties, and shall not limit the duties, obligations, rights, and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which OWNER can enforce such other duties, obligations, rights, or remedies.

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