PROJECT MANUAL FOR

Bingham High School – Track Replacement 2160 South Jordan Parkway South Jordan, Utah 84095 for the

JORDAN SCHOOL DISTRICT

Bid Documents

January 8, 2026

5223 S. Ascension Way, Suite 350 | Murray, UT 84123 | Phone: (801) 364-9259 | www.njraarchitects.com

Jordan School District Bingham High School – Track Replacement

PROJECT MANUAL INDEX PAGE 1

PROJECT MANUAL INDEX

Title Page Project Manual Index Drawing Index

General Project Documents

Sample AIA Document A201 - 2017 (General Conditions of the Contract for Construction) Sample AIA Document A310 – 2010 (Bid Bond) Sample AIA Document A312 – 2010 (Payment Bond) Sample AIA Document A312 – 2010 (Performance Bond) Sample AIA Document A701 – 2018 (Instructions to Bidders) Sample AIA Document G702 – 1992 (Application and Certificate for Payment) Sample AIA Document G703 – 1992 (Continuation Sheet) Sample AIA Document G704 - 2017 (Certificate of Substantial Completion) Sample AIA Document G706A - 1994 (Contractor’s Affidavit of Release of Liens) Sample AIA Document G707 - 1994 (Consent of Surety to Final Payment)

Division 1 – General Requirements

01 1000 Summary 01 2100 Allowances 01 2200 Unit Prices 01 2300 Alternates 01 2900 Payment Procedures 01 3100 Project Management and Coordination 01 3300 Submittal Procedures 01 5000 Temporary Facilities and Controls 01 7310 Cutting and Patching 01 7700 Closeout Procedures 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents 01 7950 Cleaning

Division 2 – Demolition

02 4119 Selective Demolition

Division 11 – Equipment

11 6633 Exterior Track and Field Equipment

Division 32 – Exterior Improvements 32 1216 Asphalt Paving 32 1823 Poured Athletic Track Surface Systems (Add Alternate #01) 32 1825 Athletic Track Surface Systems

END OF PROJECT MANUAL INDEX

DRAWING INDEX

DRAWING INDEX

GENERAL DRAWINGS

G001 Cover Sheet

G002 General Information

ARCHITECTURAL DRAWINGS

A011 Demolition Site Plan

A012 Demolition Roof Plan – Overall

A506A Details

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of Contract.

3. Use of premises.

4. Code compliance

5. Dust control

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Bingham High School – Track Replacement

1. Project Location: 2160 South Jordan Parkway, South Jordan, UT 84095

B. Owner: Jordan School District

1. Owner's Representative: Ian Roberts, Jordan School District Capital Outlay Manager

C. Architect: NJRA Architects, 5223 S. Ascension Way Suite 350, Murray, Utah 84123

1. Project Architect / Manager: Selvam Rajavelu, AIA, NCARB

D. The Work consists of the following:

1. The Work includes: Replace existing track surface with new synthetic track surface system including all accessories typically associated with track replacements as indicated in the project documents. As part of Additive Alternate #01, provide poured synthetic track surface system as indicated in the project documents. as indicated in the contract documents. Provide unit cost for remediation of track substrate.

1.4 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract.

1.5 USE OF PREMISES

A. General: Contractor shall have full use of the premises (building and site) for construction operations to the extent that is indicated on the floor plans. Use of premises shall be allowed during the construction period only, unless authorized and coordinated by the owner’s representative.

SUMMARY 011000 - 2

1.6 CODE COMPLIANCE

A. All work shall comply with the current edition of codes including but not limited to the following:

1. International Building Code

2. International Mechanical Code

3. International Plumbing Code

4. NFPA

5. National Electric Code

6. OSHA Regulation

7. Health and Safety Regulations

8. Utility Company Regulations

9. Police, Fire Department Rules

10. Environmental Protection Regulations

11. Americans with Disabilities Act

B. Arrange for authorities having jurisdiction to inspect and test according to their requirements and for each temporary utility before use. Obtain required certifications and permits.

C. Requirements of codes and regulations shall be considered as the minimum. Where the contract documents exceed (without violating) code and regulation requirements, contract requirements shall take precedence. Where codes conflict, the more stringent shall apply.

1.6 DUST CONTROL

A. The Contractor shall be responsible to provide continuous (7 days per week, 24 hours per day) fugitive dust control measures within the limits of the construction area. Dust control shall be provided for, but not be specifically limited to, existing areas of the building which are not directly involved in the construction activities or are occupied by people or equipment. It shall also include haul roads, access roads, excavations, and all other areas which become potential sources of dust because of construction activities.

B. Contractor’s dust control measures shall maintain compliance with the General Utah Air Pollution Regulations, R446 – Utah Conservation Regulations, Section 4.5, Fugitive Emissions, and as directed by the Owner’s Representative and the Architect. Dust control measures should include but not be limited to the following:

1. Wetting of surfaces with water as appropriate.

2. Minimizing surface disturbance.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

ALLOWANCES 012100 - 1

SECTION 012100 - ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements governing allowances.

1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer the selection of actual materials and equipment to a later date when additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order.

B. Types of allowances include the following:

1. Lump-sum allowances.

1.3 SUBMITTALS

A. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.4 COORDINATION

A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.

1.5 CONTINGENCY ALLOWANCES

A. Use the contingency allowance only as directed by Architect for Owner's purposes. All amounts that are to be charged to the allowance shall be documented by the architect.

B. The General Contractor’s overhead, profit, and related costs for products and equipment that are to be billed to the contingency allowance are included in the contract sum and shall not be added to proposed scope change. It is acceptable for subcontractors to add profit and overhead on changes that are to be charged to the allowance.

C. Schedule of Allowances:

D. Allowance No. 1: Include the sum of $80,000.00 for general construction contingency.

E. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.

ALLOWANCES 012100 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 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 work.

END OF SECTION 012100

UNIT PRICES 012200 - 1

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

1.3 Retain subparagraph below only if unit prices may be employed as a result of special testing and inspecting procedures required by local codes and specified in Division 01.

1.4 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.5 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

UNIT PRICES 012200 - 2

PART 3 -

PART 4 - EXECUTION

4.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: Removal and replacement of inadequate or unsatisfactory soil material:

1. Description: Provide pricing (based on cubic feet cost) to remove and replace soft or unstable soil materials and replace with 8 inches minimum thickness layer of compacted road base over 24” of 3” minus structural fill placed over geogrid. Scope of work to be reviewed and approved by owner’s representative.

END OF SECTION 012200

ALTERNATES 012300 - 1

SECTION 012300 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Condi-tions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

ALTERNATES 012300 - 2

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. ALTERNATE #1: Provide poured synthetic track surface system with all accessories associated typically with track replacements and as indicated in project documents.

1. Base Bid Description: Provide synthetic track surface as indicated in the project documents and as specified in section 32 1825 “Athletic Track Surface Systems.” (Basis of design: Beynon Sports Surfaces, BSS 300 or approved equal).

2. Alternate: Provide poured synthetic track surface as indicated in the project documents and as specified in section 32 1823 “Poured Athletic Track Surface Systems.” (Basis of design: Beynon Sports Surfaces, BSS 1000 or approved equal).

B. ALTERNATE #2: Provide replacement of existing track asphalt substrate with new track asphalt surface and as indicated in project documents.

1. Base Bid Description: Existing track substrate to remain, protect from damage during construction.

2. Alternate: Provide pricing to remove and replace track substrate. Include saw cut and removal. Review adequacy of subsurface soil. Replace asphalt track, 4 inches deep.

C. ALTERNATE #3: Provide colorized synthetic track surface for relay exchange zones in blue and as indicated in project documents.

1. Base Bid Description: Provide synthetic track surface in one color as indicated in the project documents and as specified in section 32 1825 “Athletic Track Surface Systems.”

(Basis of design: Beynon Sports Surfaces, BSS 300 or approved equal).

2. Alternate: Provide synthetic track surface colorized for relay exchange zones as indicated in the project documents and as specified in section 32 1825 “Athletic Track Surface Systems.” (Basis of design: Beynon Sports Surfaces, BSS 300 or approved equal).

END OF SECTION 012300

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by the Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Submit draft of AIA Document G703 Continuation Sheets.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: Progress payments shall be submitted to Architect by the 10th of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

PAYMENT PROCEDURES 012900 - 2

C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Entries shall match data on the Schedule of Values and Contractor's Construction

Schedule. Use updated schedules if revisions are made.

2. Include amounts of Change Orders and Construction Change Directives issued before the last day of construction period covered by application.

E. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. Contractor's Construction Schedule (preliminary if not final).

2. Submittals Schedule (preliminary if not final).

G. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

H. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Updated final statement, accounting for final changes to the Contract Sum.

3. AIA Document G707, "Consent of Surety to Final Payment."

END OF SECTION 012900

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Administrative and supervisory personnel.

2. Project meetings.

1.3 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence are required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Delivery and processing of submittals.

3. Progress meetings.

4. Preinstallation conferences.

5. Project closeout activities.

6. Startup and adjustment of systems.

1.4 SUBMITTALS

A. Key Personnel Names: Within 30 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

END OF SECTION 013100

SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.3 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. The architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 10 days for review of each resubmittal.

E. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate the name of firm or entity that prepared each submittal on label or title block.

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

a. Project name.

b. Date.

c. Name and address of Architect.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

i. Number and title of appropriate Specification Section.

SUBMITTAL PROCEDURES 013300 - 2

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

F. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form.

G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities.

1. Use for Construction: Use only final submittals with mark indicating "Approval notation from Architect's action stamp".

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

B. Submittals Schedule: Contractor shall process all Project submittals including Samples for Initial Selection as described herein and deliver to architect within 60 days after the date of Notice to Proceed or 60 days after date of the Preconstruction Conference and Commencement of Con-struction Activities, whichever occurs earlier. The Contractor shall pay directly to the Owner a penalty of $100 for each submittal for every calendar day after the sixty days have elapsed.

C. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. Mark each copy of each submittal to show which products and options are applicable.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Standard product operation and maintenance manuals.

g. Compliance with specified referenced standards.

3. Submit Product Data concurrent with Samples.

4. Number of Copies: Submit electronically whenever possible. If an electronic submittal is not possible, submit four copies of Product Data, unless otherwise indicated.

D. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

SUBMITTAL PROCEDURES 013300 - 3

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Schedules.

h. Design calculations.

i. Compliance with specified standards.

j. Relationship to adjoining construction clearly indicated.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 42 inches (750 by 1000 mm).

3. Number of Copies: Submit electronically whenever possible. If electronic submittal is not possible, submit four copies of Shop Drawings, unless otherwise indicated.

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

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. The architect will return submittal with options selected.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit electronically whenever possible. If not possible, submit Four copies of each submittal, unless otherwise indicated.

2. Certificates and Certifications: Provide a notarized statement that includes signature of Contractor, testing agency, or design professional responsible for preparing certification.

All certificates and certifications must be signed by an authorized officer or other individ-ual authorized to sign documents on behalf of the company.

3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements."

B. Contractor's Construction Schedule: Comply with requirements in Division 1 Section "Construc-tion Progress Documentation."

C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other specified information.

D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements.

E. Welding Certificates: Prepare written certification that welding procedures and personnel com-ply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that In-staller complies with requirements and, where required, is authorized for this specific Project.

SUBMITTAL PROCEDURES 013300 - 4

G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.

H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements.

I. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with require-ments.

J. Pre-construction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements.

K. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installa-tion of product or after product is installed in its final location, for compliance with requirements.

L. Product Test Reports: Prepare written reports indicating current products produced by manufac-turer complies with requirements. Base reports on evaluation of tests performed by manufac-turers and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

M. Research/Evaluation Reports: Prepare written evidence, from a model code organization ac-ceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

1. Name of evaluation organization.

2. Date of evaluation.

3. Time period when report is in effect.

4. Product and manufacturers' names.

5. Description of product.

6. Test procedures and results.

7. Limitations of use.

N. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Sec-tion "Closeout Procedures."

O. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of as-sumptions and other performance and design criteria and a summary of loads. Include load di-agrams if applicable.

P. Manufacturer's Instructions: Prepare written or published information that documents manufac-turer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufac-turer. Include the following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

SUBMITTAL PROCEDURES 013300 - 5

6. Recommendations for cleaning and protection.

Q. Insurance Certificates and Bonds: Prepare written information indicating current status of insur-ance or bonding coverage. Include name of entity covered by insurance or bond, limits of cov-erage, amounts of deductibles, if any, and term of the coverage.

R. Material Safety Data Sheets: Submit information directly to Owner. If submitted to Architect, Ar-chitect will not review this information but will return it with no action taken.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting it to Architect.

3.2 ARCHITECT'S ACTION

A. General: Architect will not review submittals that do not bear Contractor's approval.

B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp or provide Architect’s Standard Letter of Review and will mark appropriately to indicate action taken.

END OF SECTION 013330

TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

1.3 USE CHARGES

A. General: Cost or use charges for temporary facilities shall not be included in the Contract Sum.

Allow other entities to use temporary services and facilities without cost.

B. Water Service: The owner shall pay water service use charges for water used by all entities for construction operations.

C. Electric Power Service: The owner shall pay electric power service use charges for electricity used by all entities for construction operations.

1.4 QUALITY ASSURANCE

A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

PART 2 - PRODUCTS

2.1 MATERIALS

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.

B. Common-Use Field Office: Of sufficient size to accommodate needs of construction personnel.

Keep the office clean and orderly. Furnish and equip offices as follows:

1. Furniture required for Project-site documents including file cabinets, plan tables, plan racks, and bookcases.

2. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F.

3. Lighting fixtures capable of maintaining average illumination of 20 fc at desk height.

2.3 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

TEMPORARY FACILITIES AND CONTROLS 015000 - 2

B. Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.

C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

D. Heating: Provide temporary heating required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.

E. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

F. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

G. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install one telephone line(s) for each field office.

H. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

I. Parking: Provide temporary parking areas for construction personnel.

J. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.

Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties nor endanger permanent Work or temporary facilities.

2. Remove snow and ice as required to minimize accumulations.

TEMPORARY FACILITIES AND CONTROLS 015000 - 3

K. Project Identification and Temporary Signs: Provide Project identification sign. Install signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized signs are not permitted.

L. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with the requirements of authorities having jurisdiction. Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements.

M. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate.

3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

C. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with

NFPA 241.

1. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction.

2. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintenance: Maintain facilities in good operating condition until removal.

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

B. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

END OF SECTION 015000

CUTTING AND PATCHING 017310 - 1

SECTION 017310 - CUTTING AND PATCHING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Condi-tions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes procedural requirements for cutting and patching.

B. Related Sections include the following:

1. Divisions 2 through 33 Sections for specific requirements and limitations applicable to the cutting and patching of the individual parts of the Work.

a. Requirements in this Section also apply to mechanical and electrical installations.

1.3 DEFINITIONS

A. Cutting: Removal of existing construction necessary to permit installation or performance of other Work.

B. Patching: Fitting and repair work required to restore surfaces to original conditions after installa-tion of other Work.

1.4 SUBMITTALS

A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 5 days before the time cutting and patching will be performed, requesting approval to proceed. Include the fol-lowing information:

1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided.

2. Changes to Existing Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in the building’s ap-pearance and other significant visual elements.

3. Products: List products to be used and firms or entities that will perform the Work.

4. Dates: Indicate when cutting and patching will be performed.

5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utili-ties that will be relocated and those that will be temporarily out of service. Indicate how long service will be disrupted. Coordinate with Owner’s requirements to avoid shutdown of any portion of the facility

6. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of un-satisfactory work.

CUTTING AND PATCHING 017310 - 2

1.5 QUALITY ASSURANCE

A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. (If any question arises, consult the Archi-tect).

B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

C. Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety.

1. Water, moisture, or vapor barriers.

2. Membranes and flashings.

3. Equipment supports.

4. Piping, ductwork, vessels, and equipment.

5. Noise- and vibration-control elements and systems.

D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evi-dence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatis-factory manner.

E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceed-ing.

1.6 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. (Existing warranties may require the cutting and patching to be performed by the original installing company).

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Comply with requirements specified in other Sections of these Specifications.

B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use ma-terials that visually match existing adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when in-stalled, will match the visual and functional performance of existing materials.

CUTTING AND PATCHING 017310 - 3

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed.

1. Before patching, verify compatibility with and suitability of substrates, including compati-bility with existing finishes or primers.

2. Proceed with installation only after unsafe or unsatisfactory conditions have been cor-rected.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut where required.

B. Protection: Protect existing construction during cutting and patching to prevent damage. Pro-vide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Existing Services: Where existing services are required to be removed, relocated, or aban-doned, bypass such services before cutting to avoid interruption of services to occupied areas.

3.3 PERFORMANCE

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their origi-nal condition.

B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or ad-joining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammer-ing and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Concrete Paving: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations.

CUTTING AND PATCHING 017310 - 4

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be re-moved. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent en-trance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possi-ble. Provide materials and comply with installation requirements specified in other Sections of these Specifications.

1. Inspection: Where feasible, test and inspect patched areas after completion to demon-strate integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restora-tion into retained adjoining construction in a manner that will eliminate evidence of patch-ing and refinishing.

3. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather tight condition.

4. Exterior building grounds: Repair all landscaped areas, site materials, and underground utilities damaged during construction.

END OF SECTION 017310

CLOSEOUT PROCEDURES 017700 - 1

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract close-out, including, but not limited to, the following:

1. Inspection procedures.

2. Record Documents

3. Operation and Maintenance Manuals

4. Warranties.

5. Final cleaning.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

3. Prepare and submit Project Record Documents, operation and maintenance manuals and similar final record information.

4. Deliver tools, spare parts, extra materials, and similar items to location designated by

Owner. Label with manufacturer's name and model number where applicable.

5. Complete startup testing of systems.

6. Submit test/adjust/balance records.

7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

8. Complete final cleaning requirements, including touchup painting.

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will proceed with inspection. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

CLOSEOUT PROCEDURES 017700 - 2

1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures."

2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned.