5-JF27-004-IFB Skyline Baseball Infield Technical Specifications 2.pdf

2500 South State Street

Salt Lake City, Utah 84115

June 11, 2026

Technical Specifications for

Skyline High School

Baseball Diamond Infield Reconstruction

Skyline High School 3251 East 3760 South

Salt Lake City, Utah 84109

TABLE OF CONTENTS

SECTION SECTION

NUMBER TITLE

TABLE OF CONTENTS TOC-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

NOT USED

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 00 Project Management and Coordination 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 77 00 Closeout Procedures

DIVISION 02 – 30

NOT USED

DIVISION 31 - EARTHWORK

31 05 00 Infield Skin Surface 31 22 16 Fine Grading

DIVISION 32 - EXTERIOR IMPROVEMENTS

NOT USED

DIVISION 33 - UTILITIES

NOT USED

END OF TABLE OF CONTENTS

Granite School District SKYLINE HIGH SCHOOL Rev. November 1, 2022

BASEBALL DIAMOND INFIELD RECONSTRUCTION

SUMMARY OF WORK 01 11 00-1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project description.

2. Owner occupancy.

3. Contractor’s use of site and premises.

1.2 PROJECT DESCRIPTION

A. Work of this Project is described as reconstruction of the existing baseball diamond infield located at Skyline High School, 3251 East 3760 South, Salt Lake City, Utah.

B. Work includes site construction. Project scope includes removal and disposal of the existing infield skin layer and sub-layer of sand/clay mix to a depth of approximately 9” below finish grade.

1. First and third base lines are to be cut to dimensions indicated on drawings.

2. Irrigation heads are to be relocated out of the first and third base lines.

3. Sub-base will be compacted and a new sub-layer installed along with the new infield skin.

4. Sod will be replaced where indicated on drawings or damaged by construction activity.

5. Haul off and disposal of all excavation and demolition materials, construction waste, and debris.

C. The Project will be constructed under a single prime contract.

1.3 OWNER OCCUPANCY

A. The Owner intends to occupy the following portions of the project by the dates indicated:

1. Entire project work area by August 8, 2026.

B. Cooperate with the Owner to minimize conflict, and to facilitate Owner’s operations.

C. Schedule the Work to accommodate this requirement.

1.4 CONTRACTOR’S USE OF SITE AND PREMISES

A. Contractor shall have complete use of site and premises for execution of the Work.

B. Move any stored products under Contractor’s control that interfere with the operations of the Owner.

SUMMARY OF WORK 01 11 00-2

C. Assume full responsibility for protection and safekeeping of products under this Contract stored on site.

D. Obtain and pay for use of any additional storage or work areas needed for operations.

E. Conform to Building Rules and Regulations.

F. Confine operations to construction area unless otherwise approved by Owner.

G. If access to adjacent common or occupied spaces is required:

1. Schedule operations with Owner in advance.

2. Perform work after normal business hours or on weekends when directed by

Owner.

H. Do not interrupt building fire or life safety systems.

I. Do not close or obstruct exits.

J. Do not use or store hazardous or flammable materials on premises without Owner’s approval; follow requirements of governing authorities having jurisdiction over the work.

K. Prohibit smoking within interior spaces or anywhere on School property. Smoking is only permitted at public ways, such as sidewalks, off of School property. Keep areas where smoking occurs clean and free from trash or “butts”.

PART 2 – PRODUCTS

Not Used

PART 3 – EXECUTION

END OF SECTION 01 11 00

SUBSTITUTION PROCEDURES 01 25 00-1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

1. Product Substitution Procedures.

1.2 GENERAL

A. Definition: Proposal by Contractor to use manufacturer, product, material, or system different from one required in Contract Documents.

B. Do not substitute Products unless a substitution request has been approved by

Architect.

C. Substitutions during Bidding: Submit substitution requests not later than 5 days prior to Bid Due Date.

1. Substitution requests will not be considered after award of Contract except due to non-availability of a specified Product after award, through no fault of the Contractor.

D. In case of non-availability of a specified Product notify Architect in writing as soon as non-availability becomes apparent.

1.3 SUBSTITUTION REQUESTS

A. Submit substitution requests on Contractor’s standard form.

B. Document specified product and proposed substitution with complete data, including:

1. Product identification, including name and address of manufacturer.

2. Product description, performance and test data, and reference standards.

3. Sample, if requested.

4. Description of any anticipated effect that acceptance of proposed substitution will have on Progress Schedule, construction methods, or other items of Work.

5. Description of any differences between specified product and proposed substitution.

6. Difference in cost between specified product and proposed substitution.

C. Burden of proof for substantiating compliance of proposed substitution with Contract

Document requirements remains with Contractor.

D. A request constitutes a representation that the Contractor:

1. Has investigated the proposed Product and determined that it meets or exceeds the quality level of the specified Product.

2. Will provide the same warranty for the substitution as for the specified Product.

SUBSTITUTION PROCEDURES 01 25 00-2

3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

5. Will reimburse Owner for design services associated with re-approval by authorities or revisions to Contract Documents to accommodate the substitution.

E. Substitutions will not be considered if:

1. They are indicated or implied on Shop Drawings or other submittals without submittal of a substitution request.

2. Approval will require substantial revision of Contract Documents without additional compensation to Architect.

F. Submit electronically in Adobe PDF format.

G. Architect will notify Contractor of approval or rejection of each Substitution Request.

END OF SECTION 01 25 00

Granite School District SKYLINE HIGH SCHOOL Rev. May 31, 2023

PROJECT MANAGEMENT AND COORDINATION 01 31 00-1

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

1. Project coordination.

2. Project meetings.

B. Related Sections:

1. Section 01 77 00 - Contract Closeout.

1.2 PROJECT COORDINATION

A. Submit required project submittals electronically in Abode PDF format.

B. Coordinate scheduling, submittals, and work of various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements.

C. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment.

D. Coordinate space requirements and installation of mechanical and electrical items that are indicated diagrammatically on Drawings.

1. Follow routing shown as closely as practical; place runs parallel with building lines.

2. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. In finished areas, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of work of separate Sections in preparation for

Substantial Completion.

G. After Owner occupancy, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents to minimize disruption of Owner's activities.

1.3 PROJECT MEETINGS

A. Schedule and administer preconstruction meeting, progress (OAC) meetings, and pre-installation conferences.

B. Make physical arrangements for meetings; notify involved parties at least four (4)

PROJECT MANAGEMENT AND COORDINATION 01 31 00-2

days in advance.

C. Record significant proceedings and decisions at each meeting; reproduce and distribute copies to parties in attendance and others affected by proceedings and decisions made.

1.4 PRECONSTRUCTION MEETING

A. Preconstruction meeting will be scheduled by the Owner after date of Notice to Proceed at location determined by the Owner.

B. Attendance:

1. Contractor.

2. Owner.

3. Architect and principal consultants.

4. Major subcontractors and suppliers as Contractor deems appropriate.

C. Review and Discuss:

1. Relation and coordination of various parties, and responsible personnel for each party.

2. Use of premises, including office and storage areas, temporary controls, and security procedures.

3. Construction schedule and critical work sequencing.

4. Frequency of Owner/Architect/Contractor (O.A.C.) meetings.

a. Day of Week

b. Time

c. Frequency (weekly, every other week, etc.)

5. Processing of:

a. Contract modifications.

b. Shop Drawings, Product Data, and Samples.

c. Applications for Payment.

d. Substitutions.

e. Requests for Information.

f. Other required submittals.

6. Adequacy of distribution of Contract Documents.

7. Procedures for maintaining contract closeout submittals.

8. Installation and removal of temporary facilities.

9. Notification procedures and extent of testing and inspection services.

1.5 PROGRESS MEETINGS (OWNER/ARCHITECT/CONTACTOR (O.A.C.) MEETING)

A. Location: Contractor’s Project field office, or as determined during preconstruction meeting.

B. Attendance:

1. Contractor.

2. Owner.

3. Architect and consultants as appropriate to agenda.

4. Subcontractors and suppliers as appropriate to agenda.

5. Others as appropriate to agenda.

PROJECT MANAGEMENT AND COORDINATION 01 31 00-3

C. Review and Discuss:

1. Work progress since previous meeting, including:

a. Field observations, deficiencies, conflicts, and problems.

b. Progress and completion date.

c. Corrective measures needed to maintain quality standards, progress, and completion date.

2. Status of:

a. Requests for information.

b. Submittals.

c. Contract modifications.

3. Coordination between various elements of Work.

4. Maintenance of Project Record Documents.

1.6 PRE-INSTALLATION CONFERENCES

A. Where required in individual specification Section, convene a pre-installation conference at project site or other designated location.

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

Section.

C. Review conditions of installation, preparation and installation procedures, and coordination with related work.

END OF SECTION 01 31 00

SUBMITTAL PROCEDURES 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1. Submittal procedures.

2. Product Data.

3. Samples.

4. Quality control submittals.

1. Section 01 40 00 - Quality Requirements.

1.2 SUBMITTAL PROCEDURES

A. Number each submittal with Project Manual section number and a sequential number within each section. Number resubmittals with original number and an alphabetic suffix.

B. Identify Project, Contractor, Subcontractor or supplier, pertinent Drawing sheet and detail numbers, and specification Section number, as appropriate.

C. Submit all submittals listed under “Submittals for Review” simultaneously for each Product or Specification Section.

D. Where multiple Products function as an assembly, group submittals for all related

Products into single submittal.

E. Architect will not review incomplete submittals.

F. Apply Contractor’s stamp, signed or initialed certifying that:

1. Submittal was reviewed.

2. Products, field dimensions, and adjacent construction have been verified.

3. Information has been coordinated with requirements of Work and Contract

Documents.

G. Schedule submittals to expedite the Project, and deliver to Architect. Coordinate submittal of related items.

H. For each submittal, allow sufficient time for Architect’s review.

I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of completed Work.

J. Revise and resubmit submittals when required; identify all changes made since previous submittal.

SUBMITTAL PROCEDURES 01 33 00-2

K. Distribute copies of reviewed submittals to concerned parties and to Project Record

Documents file. Instruct parties to promptly report any inability to comply with provisions.

1.3 PRODUCT DATA

A. Mark each copy to identify applicable products, models, options, and other data.

B. Supplement manufacturers' standard data to provide information unique to this Project.

C. Submit electronically in Adobe PDF format. Architect will return one copy to

Contractor for printing and distribution.

1.4 SAMPLES

A. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing

B. Where so indicated, submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect's selection. Electronic samples will not be accepted for color selection.

C. Include identification on each sample, with full Project information.

D. Unless otherwise specified in individual specifications, submit two of each sample.

E. Architect will notify Contractor of approval or rejection of samples, or of selection of color, texture, or pattern if full range is submitted.

1.5 QUALITY CONTROL SUBMITTALS

A. Quality control submittals specified in Section 01 40 00 are for information and do not require Architect’s responsive action except to require resubmission of incomplete or incorrect information.

END OF SECTION 01 33 00

QUALITY REQUIREMENTS 01 40 00-1

SECTION 01 40 00

QUALITY REQUIREMENTS

1. References.

2. Quality assurance and control of installation.

3. Manufacturer's field services and reports.

4. Test reports and certifications.

1.2 REFERENCES

A. For products or workmanship specified by reference to association, trade, or industry standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

C. Conform to edition of reference standard in effect as of date of Project Manual.

D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.3 QUALITY ASSURANCE AND CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply fully with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform work by persons qualified to produce workmanship of specified quality.

F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.

QUALITY REQUIREMENTS 01 40 00-2

1.4 MANUFACTURERS' FIELD SERVICES AND REPORTS

A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, or startup of equipment, as applicable, and to initiate instructions when necessary.

B. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

C. Submit report to Architect within 10 days of observation.

1.5 TEST REPORTS AND CERTIFICATIONS

A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide test reports and manufacturers’ certifications.

B. Indicate that material or Product conforms to or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate.

C. Submittals may be recent or previous test results on material or Product, but must be acceptable to Architect.

D. Submit electronically in Adobe PDF format.

END OF SECTION 01 40 00

TESTING AND INSPECTION SERVICES 01 45 23-1

SECTION 01 45 23

TESTING AND INSPECTION SERVICES

1. Laboratory selection and payment.

2. Laboratory duties.

3. Contractor’s responsibilities.

A. ASTM International (ASTM):

1. C1077 - Standard Practice for Laboratories Testing Concrete and Concrete

Aggregates for Use in Construction and Criteria for Laboratory Evaluation.

2. D3666 - Standard Specification for Minimum Requirements for Agencies

Testing and Inspecting Road and Paving Materials.

3. D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

4. E329 - Standard Specification for Agencies Engaged in Construction Inspection and/or Testing.

5. E543 - Standard Specification for Agencies Performing Nondestructive Testing.

1.3 QUALITY ASSURANCE

A. Owner will employ and pay for services of an independent testing laboratory to perform specified testing and inspection.

B. Contractor shall cooperate with the Testing Laboratory to facilitate performance of its

C. Refer to the Conditions of the Contract for provisions related to special inspections and testing.

D. Qualifications of Laboratory:

1. Meet requirements of ASTM C1077, D3666, D3740, E329, and E543.

2. Authorized to operate in State in which project is located.

1.4 LABORATORY DUTIES

A. Cooperate with Architect and Contractor; provide qualified personnel after due notice.

B. Perform specified inspections, sampling, and testing of materials and methods of construction:

1. Comply with specified standards.

TESTING AND INSPECTION SERVICES 01 45 23-2

2. Ascertain compliance or noncompliance of materials with requirements of Contract Documents.

C. Promptly notify Architect and Contractor of observed irregularities or deficiencies of

Work or products.

D. Promptly submit written report of each test and inspection; submit one (1) copy electronically in Adobe PDF format to Architect, Owner, and Contractor.

E. Each report to include:

1. Date issued.

2. Project title and number.

3. Testing Laboratory name, address, and telephone number.

4. Name of Inspector and signature of individual in charge.

5. Date and time of sampling or inspection.

6. Record of temperature and weather conditions.

7. Date of test.

8. Identification of product and specification section.

9. Location of sample or test in project.

10. Type of inspection or test.

11. Results of tests and compliance or noncompliance with Contract Documents.

12. Interpretation of test results when requested by Architect or Contractor.

F. Perform additional tests when required by Architect or Owner.

G. Laboratory is not authorized to:

1. Release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Approve or accept any portion of work.

3. Perform any duties of Contractor.

1.5 CONTRACTOR’S RESPONSIBILITIES

A. Cooperate with Laboratory personnel, provide access to Work, and to manufacturer's

B. When materials require testing prior to being incorporated into Work, secure and deliver to Laboratory adequate quantities of representative samples of materials proposed to be used.

C. Furnish copies of product test reports as required.

D. Furnish incidental labor and facilities:

1. To provide access to work to be tested.

2. To obtain and handle samples at site or at source of product to be tested.

3. To facilitate inspections and tests.

4. For safe storage and curing of test samples.

E. Notify Laboratory sufficiently in advance of operations to allow for Laboratory assignment of personnel and scheduling of tests.

F. When tests or inspections cannot be performed after such notice, reimburse Owner

TESTING AND INSPECTION SERVICES 01 45 23-3

for Laboratory personnel and travel expenses incurred due to Contractor’s negligence.

G. Make arrangements with Laboratory and pay for additional samples and tests required for Contractor’s convenience.

END OF SECTION 01 45 23

TEMPORARY FACILITIES AND CONTROLS 01 50 00-1

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

1. Temporary utilities.

2. Field offices and sheds.

3. Temporary controls.

4. Protection of installed Work.

5. Security.

6. Progress cleaning.

7. Water, erosion, sediment, dust, and mold and mildew control.

8. Access roads and parking areas.

9. Removal.

A. Green Seal, Inc. (GS) 37 - Environmental Standard for Industrial and Institutional Cleaners.

2.1 MATERIALS

A. Cleaning Materials: Use only materials that:

1. Comply with GS 37.

2. Are not potentially hazardous to health or property.

3. Do not contain hazardous ingredients.

4. Are non-carcinogenic.

5. Are non or mildly irritating to skin, eyes, and mucous membranes.

6. Have an LD50 rating above 5 grams per kilogram.

7. Are non-reactive.

8. Contain minimum fragrance and dye.

9. Do not require respiratory protection.

3.1 TEMPORARY ELECTRICITY

A. Provide temporary electrical service of capacity and characteristics required for construction.

B. Connect to existing electrical system for electricity required during construction.

1. Cost of electricity used will be paid for by Owner. Exercise measures to conserve

TEMPORARY FACILITIES AND CONTROLS 01 50 00-2

electricity.

2. Regulate system to prevent interference with Owner's normal usage.

3. Maintain continuous power operation of Owner's facilities during changeover of electrical services.

4. Notify Owner when unusually heavy loads will be connected, including welding and other equipment with special power requirements.

5. Provide and pay for required service of capacity or characteristics other than that currently available.

C. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required.

D. Maintain distribution system and provide routine repairs.

3.2 TEMPORARY TELEPHONE, FACSIMILE, AND COMPUTER SERVICES

A. Contractor shall be accessible during normal business hours via mobile telephone with voice mail or an answering service.

3.3 TEMPORARY WATER

A. Provide temporary water required for construction.

B. Connect to existing water source for water required for construction.

1. Regulate system to prevent interference with Owner's usage.

2. Costs of water used will be paid for by Owner. Exercise measures to conserve water.

C. Extend branch piping and provide temporary hoses so that water is available at locations needed for work.

D. Protect from freezing.

E. Maintain distribution system and provide routine repairs.

3.4 TEMPORARY SANITARY FACILITIES

A. Provide chemical toilets for use during construction.

B. Existing toilets may not be used during construction.

C. Maintain facilities in clean and sanitary condition.

3.5 FIELD OFFICES AND SHEDS

A. Provide temporary field offices and storage sheds required for construction.

B. Existing building may be not used for field office and storage of materials.

C. Do not unreasonably encumber site or premises with excess materials or equipment.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-3

D. Temporary Structures:

1. Portable or mobile buildings, structurally sound, weathertight, with floors raised above ground.

2. Thermal transmission resistance: Compatible with occupancy and storage requirements.

3. Provide connections for utility services when required.

4. Provide steps and landings at entrances.

E. Field Office:

1. Size required for Contractor’s use and to provide space for project meetings.

2. Adequate electrical power, lighting, heating, and cooling to maintain human comfort.

3. Provide facilities for storage of Project Record Documents.

4. Provide thermometer mounted at convenient outside location, not in direct sunlight.

3.6 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from construction operations.

B. Provide barricades required by governing authorities for public rights-of-way.

C. Fencing:

1. Provide temporary fencing for construction operations.

2. Construction: Contractor’s option.

3. Height: six (6) feet.

4. Locate to protect construction operations, materials, and equipment.

5. Provide vehicular and pedestrian gates.

D. Tree and Plant Protection:

1. Protect existing trees and plants at site that are designated to remain.

2. Provide temporary barriers to height of six (6) feet around individual or groups of trees and plants.

3. Do not permit vehicular traffic, parking, storage of materials, dumping of harmful chemicals or liquids, or standing or continuously running water within root zones.

4. Supervise earthwork operations to prevent damage to root zones.

5. Replace trees and plants that are damaged or destroyed due to construction

3.7 PROTECTION OF INSTALLED WORK

A. Protect installed work from construction operations; provide special protection when required in individual specification sections.

3.8 SECURITY

A. Provide a project security program, to:

1. Protect the Work, stored products, and construction equipment from theft and vandalism.

2. Prevent entry by unauthorized persons.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-4

3. Protect Owner's operations from theft, vandalism, and damage.

3.9 PROGRESS CLEANING

A. Maintain areas free from waste materials, debris, and rubbish. Maintain site in clean and orderly condition.

B. Provide containers for collection of waste materials, debris, and rubbish; remove and dispose of off-site as required by construction activities. Do not use Owner’s waste containers for construction waste.

C. Periodically clean interior areas to provide suitable conditions for finish work.

3.10 TEMPORARY CONTROLS

A. Water Control:

1. Grade site to drain. Prevent puddling water.

2. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

3. Provide water barriers to protect site from soil erosion.

B. Erosion and Sediment Control:

1. Plan and execute methods to control surface drainage from cuts, fills, borrow areas, and waste disposal areas. Prevent erosion and sedimentation.

2. Minimize amount of bare soil exposed at any one time.

3. Provide temporary measures such as silt fences, dikes, berms, settlement basins, and drainage systems to prevent water flow and sedimentation.

4. Periodically inspect earthwork to detect erosion and sedimentation; promptly employ corrective measures.

C. Dust Control:

1. Provide dust control materials and methods to minimize dust from construction

2. Prevent dust from dispersing into atmosphere.

3.11 ACCESS ROADS AND PARKING AREAS

A. Existing roads designated by Owner may be used for construction purposes. Do not allow heavy vehicles or construction equipment in parking areas.

B. Provide for access by emergency vehicles.

C. Keep fire hydrants and water control valves free from obstruction and accessible for use.

D. Provide parking facilities for construction personnel. When parking needs exceed on site capacity, provide additional off-site facilities.

E. Maintain existing construction, and restore to original or specified condition at completion of Work.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-5

3.12 REMOVAL

A. Remove temporary utilities, equipment, facilities, and services when construction needs can be met by use of permanent construction or upon completion of Project.

B. Remove foundations and underground installations; grade site as indicated.

C. Clean and repair damage caused by installation or use of temporary work.

D. Restore existing and permanent facilities used during construction to original or to specified condition.

END OF SECTION 01 50 00

PRODUCT REQUIREMENTS 01 60 00-1

SECTION 01 60 00

PRODUCT REQUIREMENTS

1. Products.

2. Transportation and handling.

3. Storage and protection.

4. Reuse of existing materials.

5. Product options.

1. Section 01 25 00 - Substitution Procedures.

1.2 PRODUCTS

A. Provide interchangeable components by the same manufacturer for identical items.

B. Do not use products containing asbestos or other known hazardous materials.

C. Do not reuse materials and equipment removed from existing construction in completed Work, except as specifically permitted by the Contract Documents.

1.3 TRANSPORTATION AND HANDLING

A. Coordinate delivery of Products to prevent conflict with Work and adverse conditions at site.

B. Transport and handle Products in accordance with manufacturer's instructions.

C. Promptly inspect shipments to ensure that Products comply with requirements of

Contract Documents, are undamaged, and quantities are correct.

D. Provide equipment and personnel to handle products by methods to prevent damage.

1.4 STORAGE AND PROTECTION

A. Store and protect Products in accordance with manufacturer's instructions with manufacturer's seals and labels intact and legible.

B. Store Products on site unless prior written approval to store off site has been obtained from Owner.

C. Store Products subject to damage by elements in weathertight enclosures. Maintain temperature and humidity within ranges required by manufacturer's instructions.

PRODUCT REQUIREMENTS 01 60 00-2

D. Exterior Storage:

1. Store fabricated Products above ground; prevent soiling and staining.

2. Cover products subject to deterioration with impervious sheet coverings;

provide ventilation to prevent condensation.

3. Store loose granular materials in well drained area on solid surfaces; prevent mixing with foreign matter.

E. Arrange storage areas to permit access for inspection. Periodically inspect stored products to verify that products are undamaged and in acceptable condition.

1.5 REUSE OF EXISTING MATERIALS

A. Reuse existing materials only where specifically permitted by the Contract

B. Carefully remove, handle, protect, and store Products.

C. Clean and refinish Products to original or specified condition.

D. Restore operable components to working condition.

E. Arrange and pay for transportation, storage, and handling of Products requiring off site storage, restoration, or renovation.

1.6 PRODUCT OPTIONS

A. Products specified by reference standard only:

1. Select any Product meeting the specified standard.

2. Submit Product Data to substantiate compliance of proposed Product with specified requirements.

B. Products specified by naming two or more acceptable Products: Select any named Product.

C. Products specified by stating that the Contract Documents are based on a Product by a single manufacturer followed by the statement "Equivalent products by the following manufacturers are acceptable":

1. Select the specified Product or a Product by a named manufacturer having equivalent or superior characteristics to the specified Product and meeting the requirements of the Contract Documents.

2. If the specified Product is not selected, submit Product Data to substantiate compliance of proposed Product with specified requirements.

3. The specified Product establishes the required standard of quality.

D. Products specified by naming one or more Products followed by "or approved substitute" or similar statement:

1. Submit a substitution request under provisions of Section 01 25 00 for Products not listed.

2. The specified Product establishes the required standard of quality.

PRODUCT REQUIREMENTS 01 60 00-3

E. Products specified by naming one or more Products or manufacturers followed by the statement "Substitutions: Under provisions of Division 01":

1. Submit a substitution request under provisions of Section 01 25 00 for Products not listed.

2. The specified Product establishes the required standard of quality.

F. Products specified by naming one Product followed by the statement "Substitutions:

Not permitted": Substitutions will not be allowed.

G. Products specified by required performance or attributes, without naming a manufacturer or Product:

1. Select any Product meeting specified requirements.

2. Submit Product Data to substantiate compliance of proposed Product with specified requirements.

END OF SECTION 01 60 00

CLOSEOUT PROCEDURES 01 77 00-1

SECTION 01 77 00

CLOSEOUT PROCEDURES

1. Closeout procedures.

2. Final cleaning.

3. Project record documents.

4. Operation and maintenance data.

5. Warranties.

6. Spare parts and maintenance materials.

1.2 CLOSEOUT PROCEDURES

A. Final Inspection:

1. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with the Contract Documents and ready for Architect's inspection.

2. If Architect performs reinspection due to failure of Work to comply with claims of status of completion made by Contractor, Owner will compensate Architect for such additional services and will deduct the amount of such compensation from final payment to Contractor.

B. Submit final Application for Payment showing original Contract Sum, adjustments, previous payments, and sum remaining due.

C. Closeout Submittals:

1. Project Record Documents.

2. Operation and Maintenance Data.

3. Warranties.

4. Spare parts and maintenance materials.

5. Evidence of payment of Subcontractors and suppliers.

6. Final lien waiver.

7. Certificate of insurance for products and completed operations.

1.3 FINAL CLEANING

A. Execute final cleaning prior to final inspection.

B. Clean site; sweep paved areas, rake clean landscaped surfaces.

C. Remove waste and surplus materials, rubbish, and construction facilities from the site.

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1.4 PROJECT RECORD DOCUMENTS

A. Maintain following record documents on site; record actual revisions to the Work:

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other Modifications to the Contract.

5. Reviewed Shop Drawings, Product Data, and Samples.

6. Material Safety Data Sheets.

B. Store Record Documents separate from documents used for construction.

C. Record information concurrent with construction progress.

D. Make entries neatly and accurately.

E. Label each set or volume with title "PROJECT RECORD DOCUMENTS", project title, and description of contents.

1. Organize contents according to Project Manual table of contents.

2. Provide table of contents for each volume.

F. Drawings: Mark each item to record actual construction including:

1. Measured depths of foundations in relation to finish floor datum.

2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work.

4. Field changes of dimension and detail.

5. Details not on original Drawings.

G. Specifications: Mark each Product section description of actual Products installed, including the following:

1. Manufacturer's name and product model and number.

2. Product substitutions or alternates utilized.

3. Changes made by Addenda and Modifications.

H. Shop Drawings: Mark each item to record actual construction including:

1. Field changes of dimension and detail.

2. Details not on original Shop Drawings.

I. Submit electronically in Adobe PDF format.

1.5 OPERATION AND MAINTENANCE DATA

A. Identify as "OPERATION AND MAINTENANCE INSTRUCTIONS" and title of project.

B. Contents:

1. Directory: List names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers.

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2. Operation and maintenance instructions: Arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:

a. Significant design criteria.

b. List of equipment.

c. Parts list for each component.

d. Operating instructions.

e. Maintenance instructions for equipment and systems.

f. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents.

3. Project documents and certificates including:

a. Shop drawings and product data.

b. HVAC balance reports.

c. Certificates.

d. Copies of warranties and bonds.

C. Submittal:

1. Submit electronically in Adobe PDF format at least 15 days prior to final inspection.

2. Architect will notify Contractor of any required revisions after final inspection.

3. Revise content of documents as required prior to final submittal.

4. Submit three copies of revised documents in three-ring binders, each binder to be indexed by volume and include Table of Contents. In addition to hardcopy, submit revised documents electronically in Adobe PDF format. Revised documents shall be submitted within 10 days after final inspection.

1.6 WARRANTIES

A. Execute and assemble documents from Subcontractors, suppliers, and manufacturers.

B. Include Table of Contents.

C. Submit three copies in three-ring binders. In addition to hardcopy, submit electronically in Adobe PDF format. Warranties to be submitted along with final Application for Payment.

D. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period.

1.7 SPARE PARTS AND MAINTENANCE MATERIALS

A. Provide products, spare parts, maintenance and extra materials (“attic stock”) in quantities specified in individual specification Sections.

B. Deliver to Project site in location as directed; obtain receipt prior to final payment.

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END OF SECTION 01 77 00

Granite School District SKYLINE HIGH SCHOOL Rev. November 18, 2024

INFIELD SKIN SURFACE 31 05 00-1

SECTION 31 05 00

INFIELD SKIN SURFACE

1.1 RELATED DOCUMENTS

A. Drawings and General Provisions of Contract Documents, including General Conditions, Supplementary General Conditions, and Division 01 Specification Sections apply to the work of this section.

B. Within this section, the term “Sports Field Contractor” shall be the entity submitted by the General Contractor/Construction Manager who meets the criteria in the Quality Assurance section shown below. Additionally, the term “Owner,” where noted anywhere in this section, shall include the Field Manager, or his/her appointed representative, as well as the Architect.

1.2 SUMMARY

A. Furnish all labor, material, supervision, and equipment necessary to install Infield Skin Surface as indicated on the drawings and as specified herein for new construction with a 4” profile. Also, any incidental work not shown or specified that can reasonably be determined to be part of the work and necessary to providing a complete and functional drainage system.

1.3 REFERENCES

A. ASTM International (ASTM):

1. D 422-07 - Standard Test Method for Particle Size Analysis of Soils.

2. D 698-21 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3)).

3. F 1632-18 - Standard Test Method for Particle Size Analysis and Sand Shape

Grading of Golf Course Putting Green and Sports Field Rootzone Mixes.

1.4 QUALITY ASSURANCE

A. General: Unless otherwise specified herein, requirements for supervision, inspection, samples, testing, and other similar requirements shall be at the responsibility of the Sports Field Contractor. Approvals, except for field tests, shall be obtained before delivery of any material or any equipment to the project site.

B. Contractor Qualifications: The Sports Field Contractor shall complete all work associated with this section and will serve as the entity of record – submitted by the General Contractor/Construction Manager within their initial bid package. They will meet the following requirements:

1. The Sports Field Contractor must submit proof of five (5) or more field construction projects with reference contact information.

C. All grades must be established and laser graded by laser equipment consisting of an

INFIELD SKIN SURFACE 31 05 00-2

agricultural type tractor, equipped with flotation type tires, and pulling a five (5) to seven (7) foot laser guided scraper that is fully automated, hydraulically actuated and capable of grading to within 1/4” of desired elevations.

D. Inspection of the Site: The Sports Field Contractor shall acquaint themselves with all site conditions, including existing underground utilities before construction is to begin. The Sports Field Contractor shall coordinate placement of the sub-drainage system with previously installed underground materials in the vicinity and is responsible for minor adjustments in the layout of the work to accommodate existing underground facilities.

E. The Sports Field Contractor shall keep on site, beginning with and until its completion, the Certified Field Builder, and any necessary assistants, all of which are satisfactory to the Owner.

F. The Superintendent shall represent the Sports Field Contractor and all directions given to him/her shall be as binding as if given to the Sports Field Contractors project manager.

G. The Owner shall have full authority to approve or reject work performed by the

Sports Field Contractor. Additionally, the Owner shall have full authority to make minor field changes that are deemed necessary if the changes do not incur additional costs to the Sports Field Contractor.

H. Any necessary re-excavation or changes to the system needed because of failure of the Sports Field Contractor to have the required sub-grade inspections shall be performed at the Sports Field Contractor’s sole expense.

I. All work under this section shall be performed on a dry sub-base.

J. Material Testing During Construction: To ensure that the quality of infield material remains consistent, from point of supply to job site, the following protocol shall be used:

1. Sports Field Contractor shall submit to Owner’s Testing Agent, a one (1) gallon sample of Infield Material. These samples shall be taken from the material stockpile allocated for this work by the supplier. The Owner’s Testing Agent will evaluate this material using the appropriate protocol. This pre-construction sample shall be used for comparison with all subsequent quality assurance samples submitted for approval during the construction process.

Prior to shipment from the supplier, the Sports Field Contractor will provide a one (1) gallon composite sample representing every one hundred (100) tons to be shipped to the site for comparison with the pre-construction sample. The results of each subsequent test will be provided to the owner, and upon approval, the representative amount of material may be shipped to the site.

2. The Testing Agent will conduct the appropriate test (ASTM F 1632-18) and submit results to the Owner. The Owner will review the results and either accept or deny the initial lot for delivery. Approval for all additional lots will be based on these initial test results.

3. No work by the Sports Field Contractor shall commence before written approval of the Baseball Diamond elevation of sub-grade has been properly met in accordance with approved conformance survey.

INFIELD SKIN SURFACE 31 05 00-3

4. The initial test of each sample is the responsibility of the Owner. The cost for testing that must be repeated, due to a failing sample or a shortage of supply, shall be the responsibility of the Sports Field Contractor.

5. If a visual analysis of shipped material suggests a change in the material quality, an additional test may be required. If this on-site sample passes, the Owner shall bear the cost of the test, with the Sports Fields Contractor making payments for any failed test.

6. All components that make up the sub drainage system, including the gravel for bedding pipe, USGA gravel blanket and the root zone, must be confirmed as bridging where any two (2) of them meet.

1.5 SUBMITTALS

A. The Sports Field Contractor shall provide shop drawings to the Owner for record keeping purposes. Shop drawings shall have any field changes made to the original drawings recorded.

B. Shop drawings shall conform to the Owner’s requirements as to number and format.

C. An As-Built survey must be completed prior to close-out of the project. The General

Contractor/Construction Manager will be responsible for conducting the as-built survey. All underground utilities (including storm drainage, irrigation, electrical, etc.)

must be surveyed prior to the utilities being covered.

D. If utilities are covered prior to the Contractor having the utilities surveyed, the Owner reserves the right to require the utilities be uncovered and replaced if not installed as designed.

E. The Sports Field Contractor will provide as a minimum, catalog cuts, product data, and samples along with supporting literature and manuals from manufacturer.

1.6 PERMITS AND INSPECTIONS

A. It will be the responsibility of the General Contractor/Construction Manager to obtain all local permits customarily required for the type of work involved. The Sports Field Contractor shall also comply with local codes governing this type of work.

B. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work shall hereby be incorporated into and made part of these specifications and their provisions shall be carried out by the Sports Field Contractor.

C. Anything contained in these specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. However, when these specifications call for described materials, workmanship, or construction of a better quality, higher standard or larger size, the specifications and/or drawings shall take precedence over the requirements of said rules and regulations.

1.7 MATERIALS TESTING AGENT

A. The Owner will employ a testing laboratory to provide Material Testing for the Baseball Diamond materials. The Owner shall provide copies of the test results to

INFIELD SKIN SURFACE 31 05 00-4

the Sports Field Contractor for its records.

B. The Owner shall be responsible for the cost for pre-construction and quality control testing of materials, prior to materials being delivered to the project site, unless otherwise noted.

1.8 RECORD DRAWINGS

A. The Sports Field Contractor shall furnish to the Owner, one (1) set of reproducible records showing all work required under this contract and all changes that were made during actual installation. An as-built conformance survey must be completed prior to close-out of the project. All underground utilities (including storm drainage, irrigation, electrical, etc.) must be surveyed prior to the utilities being covered.

B. If utilities are covered prior to the Contractor having the utilities surveyed, the Owner reserves the right to require the utilities be uncovered and replaced if not installed as designed.

C. Immediately upon installation of any piping in locations other than shown on the original drawings, or of sizes other than indicated, the Sports Field Contractor shall clearly indicate such changes on the set of blueprints kept at the project site.

Recording shall be made daily. All records shall be neat and subject to approval of the Owner’s Representative.

D. These drawings shall also serve as work progress sheets. The Sports Field

Contractor shall make neat and legible notations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be kept in a location designated by the Owner.

E. Before the date of the final site inspection and approval of the Baseball Diamond sub-drainage construction phase, the Sports Field Contractor shall deliver the original marked reproducible drawing to the Owner. Recorded drawing information shall be approved by the Owner prior to the issuance of the final retainage payment for this section.

F. The Owner must approve the monthly progress payment request, and record drawing information, before monthly progress payment is made to the Sports Field Contractor.

G. If in the opinion of the Owner, the record drawing information is not being kept properly or recorded promptly, the Baseball Diamond construction progress payment may be held until the proper information has been recorded and submitted to the Owner’s Representative.

2.1 SOIL COMPOSITION

A. Infield mix shall be clean, dry clay mixed with washed mason-type sand resulting in a weed-free mixture that is reddish brown in color having a yield of 1.35 tons per cubic

INFIELD SKIN SURFACE 31 05 00-5

yard when placed loose or 1.5 tons per cubic yard when compacted 85% - 90% on a Standard Proctor Test (ASTM D 698-21). The material possesses the following particle size analysis:

1. Total sand content shall be 70-75 Percent.

2. The combined amount of sand retained on the medium, coarse, and very coarse sieves shall be greater than or equal to 50 percent.

3. The combined amount of silt and clay shall be 25 - 30 percent.

4. The ratio of silt divided by clay, otherwise known as the SCR, shall be 0.5 - 1.0.

5. No particles greater than 3 millimeters.

6. Equal to or less than 5 percent of particles shall be retained on the 2 millimeter sieve.

7. A minimum of 80% of the total silt content shall fall in the fine region (between

20 and 2 microns).

a. Test ASTM D 422-07 will be used to assure that the course silt is not greater than 20% of the total silt present in the infield mix.

b. This testing will be submitted to and conducted by the same facility listed in Paragraph 1.6 B.

B. Top Dressing: Calcined clay top dressing produced from 100% natural earth materials.

1. Manufacturers having products meeting the requirements:

a. DuraEdge: FairBall Calcined Clay.

b. Diamond Pro: Calcined Clay Top Dressing.

c. Approved equal.

2.2 EXCESS MATERIALS

A. Provide the Owners’ authorized representative with a 10-ton stockpile of infield mix material for future use.

3.1 PLACEMENT

A. Using tools for measuring grade and distance, assure that the proposed field is square, and topography of the sub-grade has the appropriate void space to receive infield mix installation.