PROJECT MANUAL
WOODBRIDGE HIGH SCHOOL ATHLETIC FIELD AND TRACK IMPROVEMENTS
FOR IRVINE UNIFIED SCHOOL DISTRICT
IRVINE, CA
1.34.32
June 2019
SECTION 00 01 05 PROJECT DIRECTORY
NAMES & ADDRESSES OF PROJECT TEAM
1.01 PROJECT SITE A. Project Address: Woodbridge High School 2 Meadowbrook Irvine, CA 92604
1.02 DISTRICT District: Irvine Unified School District (949) 936-5000 5050 Barranca Parkway Irvine, CA 92604 Contact: Mr. Kelvin Okino Facilities Officer
1.03 DESIGN TEAM Architect: Ruhnau Clarke Architects (951) 684-4664 3775 Tenth Street FAX (951) 684-6276 Riverside, CA 92501 Principal-In-Charge: Roger Clarke [email protected] Contact: Alvin Flores [email protected] Project Architect Civil/Landscape Engineer: Verde Design (408) 985-7200 2455 The Alemeda Santa Clara, CA 95050 Contact: Devin Conway [email protected] Principal
END OF PROJECT DIRECTORY
Athletic Track and Field Improvements @ Woodbridge High School PROJECT DIRECTORY Project No. 1-34-32 00 01 05 - 1
Athletic Track and Field Improvements @ Woodbridge High School PROJECT DIRECTORY Project No. 1-34-32 00 01 05 - 2
SECTION 00 01 07 SEALS PAGE
ARCHITECT
RUHNAU CLARKE ARCHITECTS 3775 Tenth Street Riverside, CA 92501-3669
______Roger Clarke, Architect of Record C-21340
END OF SEALS PAGE
Athletic Track and Field Improvements @ Woodbridge High School SEALS PAGE Project No. 1-34-32 00 01 07 - 1
Athletic Track and Field Improvements @ Woodbridge High School SEALS PAGE Project No. 1-34-32 00 01 07 - 2
SECTION 00 01 10 TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
DIVISION 00 -- INTRODUCTORY DOCUMENTS 00 01 05 - Project Directory 00 01 07 - Seals Page 00 01 10 - Table of Contents
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS Provided under separate cover by District
SPECIFICATIONS
DIVISION 01 -- GENERAL REQUIREMENTS 01 07 00 - Conformance Surveying 01 10 00 - Summary 01 20 00 - Price and Payment Procedures 01 26 00 - Contract Modification Procedures 01 29 00 - Measurement and Payment 01 30 00 - Administrative Requirements 01 31 14 - Facility Services Coordination 01 31 19 - Project Meetings 01 32 26 - Progress Reports 01 33 23 - Shop Drawings, Product Data and Samples 01 33 26 - Quality Control Submittals 01 35 50 - Requests for Electronic Files 01 40 00 - Quality Requirements 01 41 00 - Regulatory Requirements 01 50 00 - Temporary Facilities and Controls 01 60 00 - Product Requirements 01 60 00.01 - Request for Substitution 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions 01 61 16.01 - Accessory Material VOC Content Certification Form 01 70 00 - Execution and Closeout Requirements 01 73 29 - Cutting and Patching 01 74 23 - Final Cleaning 01 77 00 - Contract Closeout 01 78 00 - Closeout Submittals 01 78 23 - Operation and Maintenance Data 01 79 00 - Demonstration and Training
Athletic Track and Field Improvements @ Woodbridge High School TABLE OF CONTENTS Project No. 1-34-32 00 01 10 - 1
DIVISION 02 -- EXISTING CONDITIONS 02 41 19 - Selective Site Demolition
DIVISION 12 -- FURNISHINGS 12 93 00 - Site Furnishings
DIVISION 31 -- EARTHWORK 31 20 00 - Earthwork 31 23 00 - Excavation, Backfilling and Compacting
DIVISION 32 -- SITE IMPROVEMENTS 32 11 00 - Base Courses 32 12 16 - Asphalt Concrete Paving 32 13 13 - Portland Cement Concrete 32 18 00 - Miscellaneous Paving / Surfacing 32 18 14 - Synthetic Turf Base 32 31 13 - Chain Link Fences and Gates 32 80 00 - Irrigation
DIVISION 33 -- UTILITIES 33 40 00 - Storm Drainage
END OF TABLE OF CONTENTS
Athletic Track and Field Improvements @ Woodbridge High School TABLE OF CONTENTS Project No. 1-34-32 00 01 10 - 2
SECTION 01 07 00
CONFORMANCE SURVEYING
PART 1 GENERAL
1.01 SUMMARY
A. Conformance Surveying work shall be completed by a Licensed Surveyor and be based on established site bench marks, monuments, lines, and levels necessary for the work covered by this Contract.
B. Scope of work: Providing conformance surveying required for proper completion of the work may include, but may not be limited to: 1. Synthetic turf construction, including subgrade and base preparation. 2. Running track construction, including track paving, track surfacing, and all track edges / curbing.
C. Related sections can include, but may not be limited to the following: 1. Section 01 33 00 – Submittals 2. Section 01 71 23 – Field Engineering 3. Section 01 78 39 – Record Drawings 4. Section 31 20 00 – Earthwork 5. Section 32 11 00 – Base Courses 6. Section 32 12 16 – Asphaltic Concrete Paving 7. Section 32 18 14 – Synthetic Turf Base
1.02 SUBMITTALS
A. Contractor will be required to submit three (3) hard copies and one (1) electronic copy (in AutoCAD or scaled PDF image) of all conformance surveys for the project. The Contractor shall ensure that all survey data is completed with the supervision of a licensed surveyor. The District Representative shall provide a written response within two (2) working days of receipt of said drawings and identify any areas out of tolerance.
1.03 QUALITY CONTROL AND REWORK
A. Any portion of the survey that does not conform to the grading tolerance requirements identified in this specification section will be corrected by the Contractor. Areas out of conformance will be resurveyed at the Contractor’s sole expense (following the identical procedure stated above) by the Surveyor, and these revised points shall be added to the original digital file for resubmittal, review and acceptance by the District Representative.
B. All delays and costs incurred due to grades out of conformance are the sole responsibility of the Contractor. At any point during construction following acceptance of any portion of the survey by the District, the District reserves the right to recheck the surface grades (at no cost to the Contractor) to verify it is still in conformance. It is the Contractor’s responsibility to protect the grading and compaction tolerances of the surveyed surface after conformance surveying operations are complete and accepted, and prior to installation of any subsequent materials. Any work identified by the survey that is outside of the acceptable tolerances shall be corrected by the Contractor at its sole expense.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 01 07 00 - 1 PART 2 PRODUCTS - Not Applicable
PART 3 EXECUTION
3.01 LAYING OUT THE WORK
A. Contractor shall employ a Registered Civil Engineer or Licensed Land Surveyor (hereafter referred to as Surveyor) to perform any conformance surveying work required by the Contractor.
B. Prior to beginning work, Contractor shall secure the electronic grading plan from the District for use by the Surveyor. The surveyor shall provide all conformance survey drawings. The drawings shall provide both the design elevations and the as-constructed spot elevations. These elevations shall be for comparison to those on the contract documents for the same location. Contractor shall also show the difference in these two numbers. In addition, unique reference numbers shall be assigned to each point for reference purposes. For spacing requirements, refer to specific type of improvement identified in this specification section.
C. Accuracy of all surveys provided in this section shall be to 0.01 feet.
D. The surveyor shall provide all conformance survey drawings and all 25’ grid or other grid conformance grades based on the grading plans designed grades.
3.02 SYNTHETIC TURF SUBGRADE AND BASE CONFORMANCE SURVEYING
A. Contractor shall verify that subgrade has been prepared according to specifications with regard to compaction, grade tolerances and is free of debris, non-compactable material, topsoil, or organics prior to beginning work.
B. Prior to acceptance of the subgrade, a conformance survey will be prepared by the Contractor and a digital file submitted to the District Representative. The Contractor will be responsible to provide a certified conformance survey prepared by a Licensed Surveyor. The survey shall be based on a 25 foot grid showing the field crown, the center of the subgrade elevation of the subdrain trench edges, perimeter of the field at edge finish grade and curb finish surface. The plan shall show the comparison of the design grades versus the as-constructed grades.
C. Top of subgrade elevations shall be verified using laser-operation survey instruments. Grades at each point must be within ½ -inch plus or minus from the elevations shown on the plans. In addition, no two adjacent points within the grid shall cumulatively deviate more than ¾-inch (0.06 feet) from the respective points’ design grades.
D. The stone grades (regardless of single or dual stone designs) shall not vary from the specified grades more than one-quarter of one inch (¼”, or 0.02 ft.) at any location when measured in any direction.
E. Prior to acceptance of the stone base, a conformance survey will be prepared by the Contractor. The Contractor will be responsible to provide a certified, digital, conformance survey prepared by a Licensed Surveyor. The survey shall be based on a 25 foot grid showing the field crown, perimeter of the field and adjacent curb edge. The plan shall show the comparison of the design grades versus the as-constructed grades. Any portion of the survey that does not conform to the requirements identified above will be corrected by the Contractor. Areas out of conformance will be resurveyed (following the identical procedure stated above) by the Surveyor, and these revised points shall be added to the original digital file for review and acceptance by the District’s Representative. All delays and costs incurred due to grades out of conformance are the sole responsibility of the Contractor. It is the Contractor’s
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 01 07 00 - 2 responsibility to protect the grading and compaction tolerances of the base after conformance survey is complete and prior to installation of the synthetic turf.
F. Finish surface planarity shall be verified, and if necessary adjusted, by the Contractor using string line method. A mason’s line held taught between two workman separated by a distance of approximately 40 feet, shall be placed directly on the finished surface, parallel to the direction of greatest slope. A third workman shall check for separations between the mason’s line and the finished surface that are equal to or greater than the specified tolerances. Areas of separation shall be outlined with marking paint and the depth of separation indicated.
G. Entire finished surface shall be “walked” with mason’s line in increments of approximately 3 feet.
3.03 TRACK TOLERANCES AND CONFORMANCE SURVEYING REQUIREMENTS
A. PRE-TRACK PAVING AND SURFACING: Prior to the pouring of all track curbing, Contractor shall be responsible for verifying the proper horizontal and vertical controls of all concrete formwork. This quality control process does not need to be completed by a licensed surveyor. However, the Contractor shall employ a licensed surveyor to determine finish surface grades of all track curbing upon completion of initial concrete curing process. A digital file of the curb elevations shall be provided on a minimum 20-foot spacing, including points at all beginning, mid-, and end points of curve, as well as all changes in direction (i.e. at the end of the chutes). Once the curbing is deemed to be within the tolerances required by the contract documents (no point along the curbing shall be greater than ¼ inch (0.02 feet) outside the design grades and no spot shall deviate more than ½” (0.04 ft.) from any other adjacent point within the 20-foot spaced curb survey), then the Contractor shall pave the track area with asphaltic paving. Upon completion of the asphalt paving, Contractor shall survey the track area utilizing all previous conformance survey data. The conformance survey shall be completed on a 20-foot longitudinal grid, with grades shot across the track (within the asphalt paving) in a minimum of 2 locations, at a distance of 10 feet and 20 feet from the center of the inside track curb. Grades shall include the curb grades inside and outside. Grades must be measured so that no point within the 20-foot grid deviates more than ¼” from any other point within the 20-foot grid. The track asphalt paving shall also undergo a flood test to inspect for birdbaths and low points that may not be identified by the conformance survey.
B. POST-TRACK SURFACING: Once the track surfacing is complete, finish surface grades shall be verified on a 20-foot grid using laser operation survey equipment. Grades at each point within the 20-foot grid must not deviate more than ¼” from any other point within the 20-foot grid. The finished track surface shall also undergo a flood test to inspect for birdbaths and low points that may not be identified by the conformance survey.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 01 07 00 - 3 SECTION 01 10 00 SUMMARY
PART 1 GENERAL
1.01 PROJECT A. Project Name: Woodbridge High School Athletic Field and Track Improvements. B. Owner's Name: Irvine Unified School District - Facilities Planning & Construction C. Architect's Name: Ruhnau Clarke Architects. D. Project consists of the installation of new synthetic turf and track system.
1.02 CONTRACT DESCRIPTION A. Contract Type: Refer to Division 00. B. The Work: The work is the demolition of existing irrigated grass and natural turf field and installation of new synthetic turf and track system at football field and track. 1.03 CONTRACT DOCUMENTS A. Contract Requirements: Conditions of the Contract and other Contact documents have been included in the Project Manual, as indicated in the Table of Contents. Such documents are not Specifications. Specifications are found in Divisions 1 through 33 of the Project Manual. B. Contract Drawings: The Drawings provided with and identified in the Project Manual are the Drawings referenced in the Agreement. 1. The location, extent and configuration of the required construction and improvements are shown and noted on Drawings. The Drawings are referenced in the Agreement. An index of Drawings is included in the set of Drawings. 2. Drawings are arranged into series according to design discipline. Such organization and all references to trades, subcontractor, specialty contractor or supplier shall not control the Contractor in dividing the Work among subcontractors or in establishing the extent of the Work to be performed by any trade. 3. Where the terms "as shown", "as indicated", "as noted", "as detailed", "as scheduled", or terms of like meaning, are used in the Drawings or Specifications, it shall be understood that reference is being made to the Drawings referenced in the Agreement. 4. Where reference to the word "plans" is made anywhere in Drawings, Specifications and related Contract Documents, it shall be understood to mean the Drawings referenced in the Agreement. C. Contract Specifications: The Specifications provided in the Project Manual are the Specifications referenced in the Agreement. 1. Specifications are organized by Divisions and Sections in accordance with the recommended practices of the Construction Specifications Institute. Such organization shall not control the Contractor in dividing the Work among subcontractors or in establishing the extent of Work to be performed by any trade. 2. Specifications are included in the Project Manual, which may also include other Bidding and Contract Documents. Contents of the Project Manual are listed in Document 00 01 10 - Table of Contents, in the Project Manual.
1.05 WORK BY OWNER A. Concurrent Work Under Separate Contracts:
Athletic Track and Field Improvements @ Woodbridge High School SUMMARY Project No. 1-34-32 01 10 00 - 1
1. Work Under Separate Contracts: Owner will award separate contracts for products and installation for improvements and other work as may be indicated on Drawings as NIC (Not in Contract). 2. Relationship to Work Under the Contract: Work under the Contract shall include all provisions necessary to make such concurrent work under separate contracts complete in every respect and fully functional, including field finishing. Provide necessary backing, supports, piping, conduit, conductors and other such provisions from point of service to point of connection, as shown on Drawings and specified herein. 3. Related Contract Documents: Owner will make available, in a timely manner, drawings and specifications of work under separate contracts for coordination and further description of that work. Such drawings and other data required for the coordination of the work of separate contracts with the Work of this Contract may be included with the Contract Documents. If so, they are provided for convenience only and are not to be considered Contract Documents produced by Architect or Architect's consultants. 4. Permits, Notices and Fees: Notices required by and approvals required of authorities having jurisdiction for work under separate contracts and related fees will be solely the responsibility of Owner. B. Items noted NIC (Not in Contract) will be supplied and installed by Owner before Substantial Completion.
1.06 PERMITS, LICENSES AND FEES A. Permits: For Work included in the Contract, Contractor shall obtain all permits from authorities having jurisdiction and from serving utility companies and agencies. Owner will reimburse Contractor for amount charged for such permits, without mark-up. For Work performed under design/build basis, plancheck and permit fees shall be included in the Contract Sum. B. Licenses: Contractor shall obtain and pay all licenses associated with construction activities, such as business licenses, contractors' licenses and vehicle and equipment licenses. All costs for licenses shall be included in the Contract Sum. C. Assessments: Owner will pay all assessments and utility service connection fees. Costs of assessments shall not be included in the Contract Sum. D. Test and Inspection Fees: Contractor shall pay all fees charged by authorities having jurisdiction and from serving utility companies and agencies, for tests and inspections conducted by those authorities, companies and agencies. Owner will reimburse Contractor for actual amount of such fees, without mark-up. Refer to Section 01 40 00 - Quality Requirements for additional information on tests and inspections and responsibility for payment of fees.
1.07 OWNER OCCUPANCY A. Owner intends to continue to occupy adjacent portions of the existing buildings and site during the entire construction period. B. Owner intends to occupy the Project upon Substantial Completion. C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. D. Schedule the Work to accommodate Owner occupancy.
1.08 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas as agreed to with the Owner. B. Site Access: Limit access to site to indicated routes and access points as indicated. If routes and access points are not indicated, access shall be as approved by Owner. Do not restrict access to adjacent properties and do not restrict access for those performing work under separate contracts for the Owner.
Athletic Track and Field Improvements @ Woodbridge High School SUMMARY Project No. 1-34-32 01 10 00 - 2
C. Construction Limit: Limit construction activities to areas indicated on Drawings as Project Area or, if not indicated, to areas within the parcel as described in the legal description on the Drawings. Refer also to Section 01 50 00 - Temporary Construction Facilities and Controls for additional requirements. D. Arrange use of site and premises to allow: 1. Owner occupancy. 2. Work by Others. 3. Work by Owner. 4. Use of site and premises by the public. E. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. F. Existing building spaces may not be used for storage. G. Time Restrictions: 1. Limit conduct of especially noisy, malodorous, and dusty exterior work to the hours of 8 AM to 6 PM. 2. Limit conduct of especially noisy interior work to the hours of 9 AM to 4 PM. H. Utility Outages and Shutdown: 1. Limit disruption of utility services to hours the site and/or adjacent building is unoccupied. 2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction. 3. Prevent accidental disruption of utility services to other facilities.
1.09 WORK SEQUENCE A. Coordinate construction schedule and operations with Owner. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School SUMMARY Project No. 1-34-32 01 10 00 - 3
Athletic Track and Field Improvements @ Woodbridge High School SUMMARY Project No. 1-34-32 01 10 00 - 4
SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. B. Documentation of changes in Contract Sum and Contract Time. C. Change procedures. D. Correlation of Contractor submittals based on changes. E. Procedures for preparation and submittal of application for final payment.
1.02 RELATED REQUIREMENTS A. Division 0 - Contracting Forms and Supplements: Forms to be used. B. Section 01 70 00 - Execution and Closeout Requirements: Project record documents.
1.03 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. B. Forms filled out by hand will not be accepted. C. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement. D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization. E. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item. F. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit. G. Revise schedule to list approved Change Orders, with each Application For Payment. H. List each authorized Change Order as an extension on the continuation sheet, listing the Change Order number and dollar value as for an original portion of Work.
1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. 1. Substantiating information will normally be required only for those portions of Work whose completion state cannot be readily determined by observation of the completed Work. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. For each item, provide a column for listing each of the following: 1. Item Number. 2. Description of work. 3. Scheduled Values. 4. Previous Applications. 5. Work in Place and Stored Materials under this Application.
Athletic Track and Field Improvements @ Woodbridge High School PRICE & PAYMENT PROCEDURES Project No. 1-34-32 01 20 00 - 1
6. Authorized Change Orders. 7. Total Completed and Stored to Date of Application. 8. Percentage of Completion. 9. Balance to Finish. 10. Retainage. E. Execute certification by signature of authorized officer. F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products. G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. 1. No Change Orders shall be included with Application for Payment until approved in writing by Owner and Architect. H. Submit five copies of each Application for Payment. I. Include the following with the application: 1. Transmittal letter as specified for Submittals in Section 01 30 00. 2. Construction progress schedule, revised and current as specified in Section 01 30 00. 3. Current construction photographs specified in Section 01 30 00. 4. Partial release of liens from major Subcontractors and vendors. a. Provide with each Application for Payment lien releases from all subcontractors, workers and materials suppliers employed for the Project covering their portion of Work to date for which payment application is made. Lien release forms will be provided by Owner and shall be completed in accordance with directions provided. 5. Project record documents as specified in Section 01 7800, for review by Owner which will be returned to the Contractor. 6. Affidavits attesting to off-site stored products. J. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.
1.05 ADDENDA A. Addenda are changes issued prior to the signing of the Contract for Construction. These Addenda shall be signed by the Architect and approved by the Div of the State Architect. B. These documents may or may not have approved by the Div of the State Architect prior to the close of Bid. If not approved by DSA prior to close of the bidding period, the contract price shall include the Addenda. No work shall proceed regarding any Addendum until approved by DSA. Revisions to Addenda, when approved by DSA, shall be incorporated by Bulletin and Change Order as indicated below and as provided for in the Contract for Construction and General Conditions.
1.06 MODIFICATION PROCEDURES A. Construction Bulletins, General: The following describe administrative procedures to be followed in compliance with provisions of the Conditions of the Contract for Architect's Supplemental Instructions, Construction Change Directives, Construction Change Documents, and Contract Change Orders. The Architect will prepare and issue a Bulletin on which the Architect's Supplemental Instructions, a Construction Change Directive or a Request for Proposal will be presented to the Contractor for action. B. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to the Contract Documents. C. Contract Change Order Forms: Form as directed by Owner.
Athletic Track and Field Improvements @ Woodbridge High School PRICE & PAYMENT PROCEDURES Project No. 1-34-32 01 20 00 - 2
D. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor. 1. Architect's Supplemental Instructions: a. Minor changes in the Work, not involving an adjustment in either the Contract Sum or Contract Time, as authorized by the Conditions of the Contract, will be presented by the Architect using the Architect's Bulletin form. b. Should the Architect's Supplemental Instructions result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the Conditions of the Contract. E. For other required changes, not involving structural, accessibility, or fire-life-safety portions of approved Drawings and Specifications, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Contract Change Order. 1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time. 2. Promptly execute the change. 3. Construction Change Directives: In accordance with provisions of the Conditions of the Contract, the Owner may direct the Contractor to proceed with a change in the Work prior to formal preparation, review and agreement of a Contract Change Order, in order to not delay construction. a. The Architect will prepare and issue a Bulletin containing a Construction Change Directive which, when signed by the Owner and the Architect, shall instruct the Contractor to proceed with a change in the Work, for subsequent inclusion in a Contract Change Order. b. Should the Construction Change Directive result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the Conditions of the Contract. c. Construction Change Directives shall follow procedures specified below for Contract Change Orders except that Contractor shall immediately proceed with the change upon receipt of the signed Change Directive. F. For changes for which advance pricing (Request for Proposal) is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 14 days. 1. Such Request for Proposal may include an estimate of additions or deductions in Contract Time and Contract Sum for executing the change and may include stipulations regarding overtime work and the period of time the requested response from the Contractor shall be considered valid. G. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01 60 00. 1. After review of the request and with the Owner's approval, the Architect will prepare a Bulletin containing a Request for Proposal, as described above. 2. Issuance of such a request by the Architect shall not indicated authorization of the Contractor to proceed with the proposed change. 3. Changes will be approved only by an approved Construction Change Directive and Contract Change Order. H. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. 1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation. 2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect.
Athletic Track and Field Improvements @ Woodbridge High School PRICE & PAYMENT PROCEDURES Project No. 1-34-32 01 20 00 - 3
3. For pre-determined unit prices and quantities, the amount will be based on the fixed unit prices. 4. For change ordered by Architect without a quotation from Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work. I. Substantiation of Costs: Provide full information required for evaluation. 1. Provide the following data: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented. 2. Support each claim for additional costs with additional information: a. Origin and date of claim. b. Dates and times work was performed, and by whom. c. Time records and wage rates paid. d. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 3. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. a. Cost and Time Resolution: If amounts for changes in Contract Sum and Contract Time cannot be agreed upon by Owner and Contractor, amounts shall be resolved in accordance with provisions of the Conditions of the Contract for resolution of disputes and the following: 1) Contractor shall keep accurate records of time, both labor and calendar days, and cost of materials and equipment. 2) Contractor shall prepare and submit an itemized account and supporting data after completion of changed Work, within the time limits indicated in the Conditions of the Contract. 3) Contractor shall provide full information as required and requested, for Owner and Architect to evaluate and substantiate proposed costs and time for the change in the Work. 4) When Owner and Contractor determine mutually acceptable amounts for changes in Contract Sum and Contract Time, a Contract Change Order shall be executed for these amounts. 5) Owner shall have the right to audit Contractor's invoices and bid quotations to substantiate costs for Contract Change Orders. J. Construction Changes Based on Stipulated Sum or Time: Based on the Contractor's response to a Request for Proposal or Construction Change Directive, the Owner and Architect will review the response. 1. The Owner and Contractor shall negotiate a mutually acceptable adjustment in Contract Sum and Contract Time, as appropriate, prior to performance of the changed Work. 2. A Contract Change Order for the stipulated amounts shall be prepared based on the stipulated sum and change in time. K. Execution of Contract Change Orders: Architect will issue Contract Change Orders for signatures of parties as provided in the Conditions of the Contract. 1. When agreement is reached on changes, if any, in the Contract Time and the Contract Sum, the Contractor shall prepare a Contract Change Order using a form as directed by the Owner, with supplementary documents as necessary to describe the change and the associated costs and schedule impacts. 2. Construction Change Document approval is required from DSA prior to installation. 3. Submit Contract Change Orders to Owner through the Architect.
Athletic Track and Field Improvements @ Woodbridge High School PRICE & PAYMENT PROCEDURES Project No. 1-34-32 01 20 00 - 4
4. Contractor shall prepare and submit five original sets of documents for each Change Order. Owner, Architect and Construction Administrator shall sign the Change Order indicating acceptance and approval of the change. a. Structural Engineer shall also sign the Change Order, when applicable. 5. Upon approval of the Change Order, Contractor shall promptly execute the change in the Work. L. After execution of Contract Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Contract Change Order as a separate line item and adjust the Contract Sum. M. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit. 1. Contractor shall submit revised schedules at the next Application for Payment following approval and acceptance of the Contract Change Order. N. Promptly enter changes in Project Record Documents.
1.07 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 70 00.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School PRICE & PAYMENT PROCEDURES Project No. 1-34-32 01 20 00 - 5
Athletic Track and Field Improvements @ Woodbridge High School PRICE & PAYMENT PROCEDURES Project No. 1-34-32 01 20 00 - 6
SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section specifies administrative and procedural requirements for making modifications to the contract including: 1. Change Orders 2. Construction Change Documents (see General Conditions) 3. Contract Credits 4. Contract Additions 5. Construction Change Directives 6. Immediate Change Directives (see General Conditions) 7. Instructions B. Modifications: 1. Provide full written data required to evaluate contract modifications, including breakdown of labor, material, equipment and description of work with unit costs for each category. 2. Maintain detailed records of work done on a time-and-material basis. 3. Provide full documentation for all proposed Change Orders to the Architect for his review. C. Designate in writing the member of Contractor's organization: 1. Who is authorized to accept changes in the Work. 2. Who is responsible for informing others in the Contractor's employ of the authorization of changes in the Work.
1.2 RELATED SECTIONS
A. Addenda: All issued Addendums B. Agreement: The amounts of unit prices if any as established in the Contract. C. General Conditions Article 7, Changes in the Work. D. Section 01 33 23 - Submittals E. Section 01 60 00 - Product Requirements
`1.3 REFERENCES
A. Change Order Requirements per Title 24 Part 1 CCR. 1. Changes in the plans and specifications are to be made by addenda or Change Orders or construction change documents approved by the Division of the State Architect, Title 24 Part 1 Section 4-338. 2. Change Orders: Changes or alterations of the approved plans or specifications after a contract for the work has been awarded are to be made by means of Change Orders. State the reason for the change and provide
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT MODIFICATION PROCEDURES Project No. 1-34-32 01 26 00 - 1
supplementary drawings where necessary. Change Orders must be manually signed by the Architect or Engineer in general responsible charge of observation of the work or by the Architect or Engineer delegated responsibility for observation of the portion of the work affected by the Change Order. 3. Change Orders are required to bear the approval of the School Board or their authorized representative upon delegated authority. 4. One original signed copy by all parties of each Change Order is required for the files of the Division of the State Architect.
1.4 PRELIMINARY PROCEDURES
A. The Architect or School District may initiate changes by submitting a Request For Proposal. The request will include: 1. Detailed description of the Change, Products, and location of the change in the Project. Changes may include additions and deletions from the Contract. 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change and a specific statement as to whether overtime work is, or is not, authorized. 4. A specific period of time during which the requested price will be considered valid. 5. Such request is for information only, and is not an instruction to execute the changes, nor to stop Work in progress. B. Contractor may initiate changes by submitting a written Change Order Request to the Architect or School District containing: 1. Description of the proposed change. 2. Statement of the reason for making the changes.
3. Statement of the effect on the Contract Sum/ Contract Price and the Contract Time. 4. Statement of the effect on the Work of separate contractors with breakdown of costs for labor, materials and equipment. 5. Documentation supporting any change in Contract Sum/ Contract Price or Contract Time, as appropriate.
1.5 CONSTRUCTION CHANGE DIRECTIVES
A. In lieu of Proposal Request, the School District through the Construction Manager may issue, a Construction Change Directive (also referred to as an Immediate Change Directive in the General Conditions) for Contractor to proceed with a change which shall state a basis for adjustment, if any, in the Contract Sum/ Contract Price or Contract Time, or both. B. Authorization will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change, and will designate the method of determining any change in the Contract Sum/ Contract Price and any change in Contract Time.
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT MODIFICATION PROCEDURES Project No. 1-34-32 01 26 00 - 2
C. The School District and Architect will sign and date the Construction Change Directive as authorization for the Contractor to proceed with the changes. D. Contractor may sign and date the Construction Change Directive to indicate agreement with the terms therein.
1.6 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow the Engineer and School District to evaluate the quotation. B. On request provide additional data to support time and cost computations: 1. Labor required in hours with unit costs. 2. Equipment required. 3. Products required in units a. Recommended source of purchase and unit cost. b. Quantities required 4. Taxes, insurance and bonds. 5. Credit for Work deleted from Contract, similarly documented. 6. Overhead and profit. 7. Justification for any change in Contract Time. C. Support each claim for additional costs, and for work done on a time and material basis, with documentation as required for a lump-sum proposal, plus additional information: 1. Name of the School District's authorized agent who ordered the work, and date of the order. 2. Dates and times work was performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing of quantities. c. Subcontracts D. Document requests for Substitution of Products as specified in Section 01 60 00.
1.7 CONSTRUCTION CREDITS
A. Work deleted and no work has been completed by the Contractor: Work deleted from the contract is to be credited back to the District and subtracted from the contract amount. Credits are to be included in Change Orders. 1. Contractor shall credit back to the District total value for the work deleted from the contract. Cost of credits shall be determined by the amount stated in the Contractor's Schedule of Values. 2. Where the value of credits cannot be determined from the Contractor's Schedule of values, total value of the credit is to be determined by the cost of materials, labor, overhead and profit, insurance, bonds, etc. All General Contractor, Subcontractor and Material Supplier levels of the Contract are to be included in the total value of credits back.
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT MODIFICATION PROCEDURES Project No. 1-34-32 01 26 00 - 3
3. No amount at any level of the contract shall be withheld from credits for overhead and profit, insurance, bonds, time delays, construction schedule changes and administrative expenses. B. Work deleted and a portion of the work has been completed by the Contractor: Work deleted from the contract is to be credited back to the District and subtracted from the contract amount. Credits are to be included in Change Orders. 1. Contractor shall credit back to the District the total value of the work deleted from the contract less any work already completed on the credit item. Cost of credits shall be determined by the amount stated in the Contractor's Schedule of Values less any work already completed. Completed work may include cost of shop drawings, submittals, site preparation, partially completed work on the credit item or other expenses related to the item. 2. Where the value of credits cannot be determined from the Contractor's Schedule of values, total value of the credit is to be determined by the cost of materials, labor, overhead and profit, insurance, bonds, etc. All General Contractor, Subcontractor and Material Supplier levels of the Contract are to be included in the total value of credits back.
3. An amount equal to the percentage of work already completed on the deleted item may be withheld from credits back for overhead and profit, insurance, bonds, construction schedule adjustments and administrative expenses, as indicated in the General Conditions.
1.8 PREPARATION OF CHANGE ORDERS
A. The Architect will prepare each Change Order. B. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. C. Change Order will provide an accounting of the adjustment in the Contract Sum/ Contract Price and in the Contract Time.
1.9 LUMP-SUM/FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on either: 1. The School District's Proposal Request and Contractor's responsive Proposal as mutually agreed with the School District. 2. Contractor's Proposal for a change, as recommended by the School District or their authorized agent. B. The School District, Division of the State Architect and Architect or Engineer in responsible charge will sign and date the Change Order as an authorization for the Contractor to proceed with the changes. C. The Contractor will sign and date the Change Order to indicate agreement with the terms therein.
1.10 UNIT PRICE CHANGE ORDER
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT MODIFICATION PROCEDURES Project No. 1-34-32 01 26 00 - 4
A. Content of Change Orders will be based on either: 1. The School District's definition of the scope of the required changes. 2. Contractor's Proposal for a change, as recommended by the School District or Authorized Agent. 3. Survey of completed work. B. The amounts of the unit prices to be: 1. Those stated in the Agreement. 2. Those mutually agreed upon between School District and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work: 1. The School District and Architect or Engineer in responsible charge will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor is to sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the work: 1. The School District through the Architect will issue a Construction Change Directive directing the Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices. 2. At completion of the change, the School District or its authorized agent will determine the cost of such work based on the unit prices and quantities used. 3. The Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time. 4. The School District, Division of the State Architect and Architect or Engineer in responsible charge will sign and date the Change Order as authorization for the Contractor to proceed with the Changes. 5. The Contractor will sign and date the Change Order to indicate agreement with the terms therein.
1.11 TIME AND MATERIALS CHANGE ORDER/CONSTRUCTION CHANGE DIRECTIVE:
A. The School District through the Architect will issue a Construction Change Directive directing Contractor to proceed with the changes B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the Article 1.6, "Documentation of Proposals and Claims," of this Section. C. The School District or its authorized representative will determine the allowable cost of such work, as provided in General Conditions and Supplementary Conditions. D. The School District, Division of the State Architect and Architect or Engineer in general responsible charge will sign and date the Change Order to authorize the change in Contract Sum/ Contract Price and in Contract Time. E. The Contractor will sign and date the Change Order to indicate agreement with the terms therewith.
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT MODIFICATION PROCEDURES Project No. 1-34-32 01 26 00 - 5
1.12 INSTRUCTIONS
A. Architect's Supplemental Instructions: 1. Minor changes in the work shall be carried out in accordance with supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum/ Contract Price or Contract Time. 2. The Architect will issue, sign, and date Supplemental Instructions. 3. The Contractor will sign and date Supplemental Instructions to indicate acceptance of minor changes consistent with the Contract Documents and return signed copy to Architect.
1.13 CORRELATION WITH CONTRACTOR'S SUBMITTALS
A. Periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work and to record the adjusted contract amounts. B. Periodically revise the Construction Schedule to reflect each change in Contract Time. C. Revise sub-schedules to show changes for other items of work affected by the changes. D. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.
1.14 FORMS
A. Submit Proposal Request typed on AIA Document G709. A Copy of this form may be obtained from the local American Institute of Architects, Chapter Office B. Submit Change Orders typed on the Change Order Form included in this Project Manual. Form is included in General Conditions and at the end of this Section. C. Submit Construction Change Directive on the Construction Change Directive Form included in this Project Manual. Form is included in General Conditions and at the end of this Section D. Submit Supplemental Instructions typed on the form to be provided at the Preconstruction Meeting, Requests For Interpretation (RFI's). E. Immediate Change Directive Form is included in the Supplementary General Conditions.
PART 2 – PRODUCTS - (Not Applicable)
PART 3 – EXECUTION - (Not Applicable)
END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT MODIFICATION PROCEDURES Project No. 1-34-32 01 26 00 - 6 SECTION 01 29 00 MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Procedures for preparation and presentation of Applications for Payment.
1.2 RELATED DOCUMENTS AND SECTION A. Owner/Contractor Agreement: Contract Sum, amounts of Progress Payments and Retainages, and time schedule for presenting Applications for Payment. B. General Conditions of the Contract: Progress Payments and Final Payment. C. Supplementary Conditions of the Contract: Application for Payment and Retainages. D. Section 01 26 00 - Contract Modification Procedures. E. Section 01 77 00 - Contract Closeout: Final Payment.
1.3 FORM A. Prepare Applications for Payment on AIA Document G702 - Application and Certification for Payment, latest effective edition. Include continuation sheets as necessary, using AIA Document G703 - Continuation Sheet, edition as for AIA Document G702.
1.4 PREPARATION OF APPLICATIONS A. The following requirements supplement the provisions of the General Conditions of the Contract, as may be modified by the Supplementary Conditions of the Contract. Refer to appropriate Article, Payment and Completion, in the General Conditions of the Contract. B. Present required information typewritten on the required forms. C. Execute certification by signature of authorized officer of the Contractor. D. Use data form approved Schedule of Values. Provide dollar value in each column of Application for each line item for portion of Work performed and for products stored, if permitted. E. List each authorized Change Order as an extension on the continuation sheet, listing the Change Order number and dollar value as for an original portion of Work. F. List each Field Change Directive as each provides for an adjustment in the Contract Sum. Include in the Application only amounts not in dispute. Refer to appropriate Paragraph of the General Conditions. G. Prepare Application for Final Payment as specified in Section 01 77 00 - Contract Closeout. H. No Change Orders shall be included with Application for Payment until approved in writing by District and Architect.
1.5 SUBMITTAL PROCEDURES A. The following requirements supplement the provisions of the General Conditions of the Contract, as may be modified by the Supplementary Conditions of the Contract. Refer to Paragraph referencing Applications for Payment, in the General Conditions of the Contract. B. Submit five (5) copies of each Application for Payment with original signature. Round off values to nearest dollar or as specified for the Schedule of Values. C. Submit an updated construction schedule with each Application for Payment. D. Provide with each Application for Payment lien releases from all subcontractors, workers and materials suppliers employed for the Project covering their portion of Work to date for which payment application is made. Lien release forms will be provided by District and shall be completed in accordance with directions provided.
Athletic Track and Field Improvements @ Woodbridge High School MEASUREMENT AND PAYMENT Project No. 1-34-32 01 29 00-1 E. Payment Period: Submit Applications at intervals and covering periods stated in the Agreement. Application submission date may be adjusted by mutual consent of the District and Contractor to coincide with regularly scheduled progress meetings or to accommodate holiday periods.
1.6 SUBSTANTIATING DATA A. Submit substantiating information, as required by District and Architect, to substantiate dollar amounts on Application for Payment. Substantiating information will normally be required only for those portions of Work whose completion state cannot be readily determined by observation of the completed Work. B. Provide one copy of substantiating information with each copy of the Application.
PART 2 - PRODUCTS - (Not Applicable to this Section.)
PART 3 - EXECUTION - (Not Applicable to this Section.)
END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School MEASUREMENT AND PAYMENT Project No. 1-34-32 01 29 00-2 SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES A. Site mobilization meeting. B. Construction progress schedule. C. Progress photographs. D. Coordination drawings. E. Submittals for review, information, and project closeout. F. Number of copies of submittals. G. Submittal procedures.
1.02 RELATED REQUIREMENTS A. General Conditions: Dates for applications for payment. B. General Conditions: Duties of the Project Coordinator. C. Supplementary Conditions: Duties of the Project Coordinator. D. Section 01 10 00 - Summary: Stages of the Work, Work covered by each contract, occupancy. E. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements. F. Section 01 78 00 - Closeout Submittals: Project record documents.
1.03 PROJECT COORDINATION A. Project Coordinator: Construction Manager, if applicable, or Architect. B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for material delivery access, traffic, and parking facilities. C. During construction, coordinate use of site and facilities through the Project Coordinator. D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. F. Coordinate field engineering and layout work under instructions of the Project Coordinator. G. Make the following types of submittals to Architect: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Manufacturer's instructions and field reports. 6. Applications for payment and change order requests. 7. Progress schedules. 8. Coordination drawings. 9. Closeout submittals.
Athletic Track and Field Improvements @ Woodbridge High School ADMINISTRATIVE REQUIREMENTS Project No. 1-34-32 01 30 00 - 1 PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 SITE MOBILIZATION MEETING A. Attendance Required: 1. Contractor. 2. Owner. 3. Architect. 4. Contractor's Superintendent. 5. Major Subcontractors. B. Agenda: 1. Use of premises by Owner and Contractor. 2. Owner's requirements and occupancy prior to completion. 3. Construction facilities and controls provided by Owner. 4. Temporary utilities provided by Owner. 5. Survey and building layout. 6. Security and housekeeping procedures. 7. Schedules. 8. Application for payment procedures. 9. Procedures for testing. 10. Procedures for maintaining record documents. 11. Requirements for start-up of equipment. 12. Inspection and acceptance of equipment put into service during construction period. C. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.02 CONSTRUCTION PROGRESS SCHEDULE A. If preliminary schedule requires revision after review, submit revised schedule within 10 days. B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. C. Within 10 days after joint review, submit complete schedule. D. Submit updated schedule with each Application for Payment.
3.03 PROGRESS PHOTOGRAPHS
3.04 COORDINATION DRAWINGS
3.05 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - CLOSEOUT SUBMITTALS.
Athletic Track and Field Improvements @ Woodbridge High School ADMINISTRATIVE REQUIREMENTS Project No. 1-34-32 01 30 00 - 2 3.06 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken.
3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Other types as indicated. B. Submit for Owner's benefit during and after project completion.
3.08 NUMBER OF COPIES OF SUBMITTALS A. Documents for Review: 1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies that Contractor requires, plus two copies that will be retained by Architect OR one electronic copy via email or file transfer site. Electronically submitted copies will be returned electronically. B. Documents for Information: Submit two copies OR one electronic copy via email or file transfer site. C. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated.
3.09 SUBMITTAL PROCEDURES A. Transmit each submittal with a submittal transmittal (reference Section 01 33 23). B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. G. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Architect review stamps. I. When revised for resubmission, identify all changes made since previous submission. J. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.
Athletic Track and Field Improvements @ Woodbridge High School ADMINISTRATIVE REQUIREMENTS Project No. 1-34-32 01 30 00 - 3 K. Submittals not requested will not be recognized or processed. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School ADMINISTRATIVE REQUIREMENTS Project No. 1-34-32 01 30 00 - 4 SECTION 01 31 14 FACILITY SERVICES COORDINATION
PART 1 GENERAL
1.01 SECTION INCLUDES A. Services of a coordinator for facility services construction. B. Coordination documents.
1.02 RELATED REQUIREMENTS A. Section 01 10 00 - Summary: Various types of Work to be coordinated, including Owner-Furnished/Contractor- Installed products. Responsibilities of separate contractors. B. Section 01 30 00 - Administrative Requirements: Additional requirements for coordination. C. Section 01 60 00 - Product Requirements: Coordination of products, especially general requirements for system completeness and product substitutions. Spare parts and maintenance materials. D. Section 01 70 00 - Execution and Closeout Requirements: Starting of Systems. Systems Demonstration. E. Section 01 78 00 - Closeout Submittals: Project record documents.
1.03 MECHANICAL AND ELECTRICAL COORDINATOR A. Contractor shall Employ and pay for services of a person, technically qualified and administratively experienced in field coordination of the type of work required to be coordinated, for the duration of the Work. 1. This designated individual may serve a dual role on the project team.
1.04 SUBMITTALS A. Submit name, address, and telephone number of coordinator and name of principal officer for review. B. Submit coordination drawings and schedules prior to submitting shop drawings, product data, and samples.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 COORDINATION REQUIRED A. Contractor shall coordinate the Work as stated in the Conditions of the Contract. Contractor shall also coordinate Work under the Contract with work under separate contracts by Owner. Contractor shall cooperate with Owner and others as directed by Owner in scheduling and sequencing the incorporation into the Work of Owner Furnished/Contractor Installed (OFCI) products identified in the Contract Drawings and Specifications. B. Relationship of Documents: Drawings, Specifications and other Contract Documents in the Project Manual are intended to be complementary. What is required by one shall be as if required by all. What is shown or required, or may be reasonably inferred to be required, or which is usually and customarily provided for similar work, shall be included in the Work. C. Discrepancies: Error, omission, ambiguity or conflict in Drawings or Specifications shall be brought to Architect's attention during the bidding period, for Architect's determination and direction in accordance with provisions of the Conditions of the Contract. D. Construction Interfacing and Coordination: Layout, scheduling and sequencing of Work shall be solely the Contractor's responsibility. 1. Contractor shall verify, confirm and coordinate field measurements so that new construction correctly and accurately interfaces with conditions existing prior to construction.
Athletic Track and Field Improvements @ Woodbridge High School FACILITY SERVICES COORDINATION Project No. 1-34-32 01 31 14 - 1
E. Contractor shall bring together the various parts, components, systems and assemblies as required for the correct interfacing and interpretation of all elements of the Work. All work required to provide complete and fully operational systems shall be included in the contract price. Contractor shall coordinate Work to correctly and accurately connect abutting, adjoining, overlapping and related elements, including work under separate contracts by Owner, utility agencies and companies. F. Coordinate the work listed below as applicable: 1. Fire Suppression: Division 21. 2. Plumbing: Division 22. 3. Heating, Ventilating, and Air Conditioning: Division 23. 4. Integrated Automation: Division 25. 5. Electrical: Division 26. 6. Communications: Division 27. 7. Electronic Safety and Security: Division 28. 8. Site Utilities: Division 33. G. Coordinate progress schedules, including dates for submittals and for delivery of products. H. Conduct meetings among subcontractors and others concerned, to establish and maintain coordination and schedules, and to resolve coordination matters in dispute. I. Participate in progress meetings. Report on progress of work to be adjusted under coordination requirements, and any required changes in schedules. Transmit minutes of meetings and reports to concerned parties. J. Coordination of subcontracts and separate Contracts 1. Superintendence of Work: Contractor shall appoint a field superintendent and a project manager, who shall directly and full time supervise and coordinate all Work of the Contract. 2. Subcontractors, Trades and Materials Suppliers: Contractor shall require all subcontractors, trades, crafts and suppliers to coordinate their portions of Work with the Contractor's field superintendent to prevent scheduling, sequencing, dimensional and other conflicts and omissions. 3. Coordination with Work Under Separate Contracts: Contractor shall coordinate and schedule Work under the Contract with work being performed for Project under separate contracts by Owner, serving utilities and public agencies. Contractor shall make direct contacts with parties responsible for work of the Project under separate contracts, in order to provide timely notifications and to facilitate information exchanges.
3.02 COORDINATION DOCUMENTS A. Prepare coordination drawings to organize installation of products for efficient use of available space, for proper sequence of installation, and to identify potential conflicts. B. Prepare a master schedule identifying responsibilities for activities that directly relate to this work, including submittals and temporary utilities; organize by specification section. C. Identify electrical power characteristics and control wiring required for each item of equipment. D. Maintain documents for the duration of the work, recording changes due to site instructions, modifications or adjustments. E. After Architect review of original and revised documents, reproduce and distribute copies to concerned parties.
3.03 COORDINATION OF SUBMITTALS A. Review shop drawings, product data, and samples for compliance with Contract Documents and for coordination with related work. Transmit copies of reviewed documents to Architect. B. Check field dimensions and clearances and relationship to available space and anchors. C. Check compatibility with equipment and work of other sections, electrical characteristics, and operational control requirements. D. Check motor voltages and control characteristics. E. Coordinate controls, interlocks, wiring of switches, and relays. F. Coordinate wiring and control diagrams. G. When changes in the work are made, review their effect on other work.
Athletic Track and Field Improvements @ Woodbridge High School FACILITY SERVICES COORDINATION Project No. 1-34-32 01 31 14 - 2
H. Verify information and coordinate maintenance of record documents.
3.04 COORDINATION OF SUBSTITUTIONS AND MODIFICATIONS A. Review proposals and requests for substitution prior to submission to Architect. B. Verify compliance with Contract Documents and for compatibility with work of other sections. C. Submit with recommendation for action.
3.05 OBSERVATION OF WORK A. Observe work for compliance with Contract Documents. B. Maintain a list of observed deficiencies and defects; promptly submit.
3.06 DOCUMENTATION A. Observe and maintain a record of tests. Record: 1. Specification section number and product name. 2. Name of Contractor, subcontractor, and special inspector. 3. Name of testing agency and name of inspector. 4. Name of manufacturer's representative present. 5. Date, time, and duration of tests. 6. Type of test, and results. 7. Retesting required. B. Assemble background documentation for dispute and claim settlement. C. Submit copies of documentation to Architect upon request.
3.07 EQUIPMENT START-UP A. Verify utilities, connections, and controls are complete and equipment is in operable condition as required by Section 01 70 00. B. Observe start-up and adjustments, test run, record time and date of start-up, and results. C. Observe equipment demonstrations made to Owner; record times and additional information required for operation and maintenance manuals.
3.08 INSPECTION AND ACCEPTANCE OF EQUIPMENT A. Prior to inspection, verify that equipment is tested, operational, clean, and ready for operation. B. Assist Architect with review. Prepare list of items to be completed and corrected. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School FACILITY SERVICES COORDINATION Project No. 1-34-32 01 31 14 - 3
Athletic Track and Field Improvements @ Woodbridge High School FACILITY SERVICES COORDINATION Project No. 1-34-32 01 31 14 - 4
SECTION 01 31 19 PROJECT MEETINGS
PART 1 - GENERAL
1.1 REQUIREMENTS INCLUDED A. Pre-construction conference. B. Construction progress meetings. C. Pre-installation conferences.
1.2 RELATED REQUIREMENTS A. Section 01 33 23 - Shop Drawings, Product Data and Samples: General requirements for submittals schedule, to be reviewed at Project Meetings. B. Section 01 33 26 - Quality Control: General requirements for construction quality, to be reviewed at Project Meetings.
1.3 PRE-CONSTRUCTION CONFERENCE A. Preconstruction Conference: District will administer the pre-construction conference for execution of Owner-Contractor Agreement and exchange of preliminary submittals and other data. 1. Notify DSA representative at least one week in advance, with the time and location. B. Schedule: Schedule Pre-construction Conference within 10 days of construction start date established in the Notice to Proceed. C. Location: Pre-construction conference will be held at location, date and time to be determined.
1.4 SITE MOBILIZATION CONFERENCE A. Site Mobilization Conference: District will administer site mobilization conference for clarification of responsibilities of District, Architect and Contractor in use of site and for review of Contract administration. B. Schedule: Site mobilization conference shall occur within 14 days of Notice to Proceed, unless otherwise directed. C. Location: At Project site, unless otherwise directed. D. Agenda: Site Mobilization Conference shall cover the following topics as a minimum. 1. Special Project Procedures: Procedures for alteration Work and to maintain existing operations of facility. 2. Subcontractors List: Distribute and discuss list of subcontractors and suppliers. 3. Construction Schedule: Distribute and discuss initial construction schedule and critical work sequencing of major elements of Work, including coordination of Owner-Furnished/Contractor-Installed (OFCI) products and work under separate contracts by serving utility agencies and companies and District. 4. Designation of Key Personnel: Designate key personnel and update and expand Project Directory listings for District, Construction Manager, Architect, Architect's consultants, District's consultants, Contractor, major subcontractors, major materials suppliers, serving utilities and public agencies, other contractors performing work for District under separate contracts, OFCI equipment vendors, and authorities having jurisdiction. 5. Project Communication Procedures: Review requirements and administrative requirements for written and oral communications. 6. Change Procedures: Review requirements and administrative procedures for Change Orders, Construction Change Documents, Architect's supplemental instructions and Contractor's Requests for Information.
Athletic Track and Field Improvements @ Woodbridge High School PROJECT MEETINGS Project No. 1-34-32 01 31 19-1 7. Coordination: Review requirements for Contractor's coordination of Work; review sequence and schedule for work being performed for District under separate contracts. 8. Submittals Administration: Review administrative procedures for shop drawings, project data and samples submittals and review of preliminary submittals schedule. 9. Project Record Documents: Review requirements and procedures for project record drawings and specifications. 10. Construction Facilities and Temporary Utilities: Designate storage and staging areas, construction office areas; review temporary utility provisions; present District's requirements for use of premises. 11. Materials and Equipment: Review substitution requirements; review schedule for major equipment purchases and deliveries; review materials and equipment to be provided by District (OFCI products). 12. Site Access by District and Architect: Review requirements and administrative procedures Contractor may wish to institute for identification and reporting purposes. 13. Testing and Inspection: Review tests and inspections to be performed by the following. a. Independent testing and inspection agency. b. Manufacturers and installers. c. Serving utilities and public agencies. d. Authorities having jurisdiction. 14. Permits and Fees: Review Contract requirements and review schedule and process for obtaining permits and paying fees.
1.5 CONSTRUCTION PROGRESS MEETINGS A. Schedule: Project meetings shall be periodically scheduled throughout progress of the Work. Frequency shall be as determined necessary for progress of Work. B. Administration: Contractor shall make physical arrangements for meetings. Architect will prepare agenda with copies for participants, preside at meetings, record minutes and distribute copies within two days to District, Architect, participants and those affected by decisions made at meetings. Every discussion item at Project meetings shall be numerically identified and carried through subsequent meeting minutes until resolved. C. Attendance: Contractor's project manager and jobsite superintendent shall attend each meeting. Contractor's subcontractors and suppliers may attend as appropriate to subject under discussion. District will have a representative attend each meeting. Architect and Architect's consultants, as appropriate to agenda topics for each meeting and as provided in Owner-Architect Agreement, will also attend. D. Suggested Agenda for Each Meeting: 1. Work progress, status of progress schedule and adjustments thereto. 2. Long-lead time equipment and materials delivery schedule. 3. Submittals status. 4. Requests for Information (RFI) status. 5. Maintenance of quality standards. 6. Pending changes and substitutions. 7. Other items affecting progress and quality of the Work.
1.6 PRE-INSTALLATION CONFERENCES A. Pre-Installation Conferences: When specified in individual product specification Sections, convene a pre-installation conference prior to commencing Work specified in individual product Sections. 1. Notify DSA representative at least 72 hours in advance of each meeting.
Athletic Track and Field Improvements @ Woodbridge High School PROJECT MEETINGS Project No. 1-34-32 01 31 19-2 2. Require attendance by representatives of firms whose activities directly affect or are affected by Work specified in the Section. 3. Review conditions of installation, preparation and installation procedures and coordination with related Work and work under separate contracts.
PART 2 - PRODUCTS - (Not applicable to this Section.)
PART 3 - EXECUTION - (Not applicable to this Section.)
END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School PROJECT MEETINGS Project No. 1-34-32 01 31 19-3
Athletic Track and Field Improvements @ Woodbridge High School PROJECT MEETINGS Project No. 1-34-32 01 31 19-4 SECTION 01 32 26 PROGRESS REPORTS
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Construction progress reports.
1.02 RELATED SECTIONS A. Section 01 77 00 - Contract Closeout: Submittals for occupancy, Acceptance and Final Payment.
1.03 CONSTRUCTION PROGRESS REPORTS A. Daily Log: Contractor shall maintain a written daily log at the job site with copies provided to the Owner weekly. Include the following as a minimum: 1. Date. 2. Weather conditions. 3. Subcontractors and Trades on the Site and number of workers each and number of hours worked by each worker. 4. List of visitors to site, giving name, company or agency affiliation and telephone number. 5. Specific problems or hindrances to normal progress of Work. 6. Changes to Work and who authorized changes. B. Submission of Logs: Submit one copy of daily log to Owner and Architect at daily intervals.
PART 2 - PRODUCTS
2.01 (NOT APPLICABLE TO THIS SECTION.)
PART 3 - EXECUTION
3.01 (NOT APPLICABLE TO THIS SECTION.) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School PROGRESS REPORTS Project No. 1-34-32 01 32 26 - 1
Athletic Track and Field Improvements @ Woodbridge High School PROGRESS REPORTS Project No. 1-34-32 01 32 26 - 2
SECTION 01 33 23 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Administrative requirements for shop drawings, product data and samples submittals. B. Submittals Schedule. C. Contractor's review of submittals. D. Architect's review of submittals. E. Product data submittals. F. Shop drawing submittals. G. Sample submittals. H. Maintenance and operation data submittals.
1.02 RELATED SECTIONS A. Section 01 40 00 - Quality Requirements: Test and inspection reports. B. Section 01 77 00 - Contract Closeout: Submittals for occupancy, Acceptance and Final Payment. C. Section 01 78 23 - Operation and Maintenance Data: Requirements for preparation and submission of operation and maintenance data.
1.03 DEFINITIONS A. Shop Drawings, Product Data and Samples: Instruments prepared and submitted by Contractor, for Contractor's benefit, to communicate to Architect the Contractor's understanding of the design intent, for review and comment by Architect on the conformance of the submitted information to the general intent of the design. Shop drawings, product data and samples are not Contract Documents. B. Shop Drawings: Drawings, diagrams, schedules and illustrations, with related notes, specially prepared for the Work of the Contract, to illustrate a portion of the Work. C. Product Data: Standard published information ("catalog cuts") and specially prepared data for the Work of the Contract, including standard illustrations, schedules, brochures, diagrams, performance charts, instructions and other information to illustrate a portion of the Work. D. Samples: Physical examples that demonstrate the materials, finishes, features, workmanship and other characteristics of a portion of the Work. Accepted samples shall serve as quality basis for evaluating the Work. E. Other Submittals: Technical data, test reports, calculations, surveys, certifications, special warranties and guarantees, operation and maintenance data, extra stock and other submitted information and products shall not be considered as Contract Documents but shall be information from Contractor to Architect to illustrate a portion of the Work for confirmation of understanding of design intent.
1.04 ADMINISTRATIVE REQUIREMENTS A. Administrative Requirements for Submittals: Submittals shall be made in accordance with requirements specified herein and in product Sections of the Specifications. B. Transmission of Submittals: Transmit all submittals to the Architect unless otherwise directed. Include all information specified below for identification of submittal and for monitoring of review process. Transmittal required for submittal is included at end of this Section. C. Timing of Submittals: Make submittals sufficiently in advance of construction activities to allow shipping, handling and review by the Architect and Architect's consultants. D. Submittals Identification:
Athletic Track and Field Improvements @ Woodbridge High School SHOP DRAWINGS, PRODUCT DATA & SAMPLES Project No. 1-34-32 01 33 23 - 1
1. Title each submittal with Project name, Architect's Project number and submission date. 2. Identify each element on submittal by reference to Drawing sheet number, detail, schedule, room number, assembly or equipment number, Specifications article and paragraph, and other pertinent information to clearly correlate submittal with Contract Drawings. 3. Identify each submittal by Specification Section number followed by a number indicating sequential submittal for that Section. For example: a. 09 21 16-1 First submittal for Section 09 21 16 - Gypsum Board. b. 09 21 16-2 Second submittal for Section 09 21 16 - Gypsum Board. 4. Resubmittals shall use same number as original submittal, followed by a letter indicating sequential resubmittal. For example: a. 09 21 16-2A Resubmission of second submittal for Section 09 21 16 - Gypsum Board. b. 09 21 16-2B Second resubmission of second submittal for Section 09 21 16 - Gypsum Board. E. Grouping of Submittals: Unless otherwise specifically permitted by the Architect, make all submittals in groups containing all associated items. The Architect may reject partial submittals as incomplete or hold them until related submittals are made. F. Unsolicited Submittals: Unsolicited submittals will be returned unreviewed. G. Record Submittals: When record submittals are specified, submit three copies or sets only. Record submittals will not be reviewed but will be retained for historical and maintenance purposes.
1.05 SUBMITTALS SCHEDULE A. Format: Prepare schedules in Gantt format using software at Contractor's option, providing clear indication of sequencing and scheduling of Work, for determination of "critical path" of construction progress. Submittals shall be connected to the related construction element by a graphically indicated critical path on the same page. Present schedules using opaque reproductions on substantial paper, with sheet size a multiple of 8-1/2 inches by 11-inches and large enough to clearly read characters. B. Content: List all items specified to be submitted, indicating submittal number (see instructions following), submittal type (i.e., product data, shop drawings, sample, quality control report, maintenance and operating data, etcetera), scheduled date submittal is to be made and date review should be complete in order to maintain construction on schedule. Allow time for Architect's request for revisions or corrections and resubmittal by Contractor and the ensuing review by the Architect. Allow time for shipping and distribution to involved parties. C. Administration: 1. Submit initial Submittals Schedule within 14 days of date of Notice of Award of construction. 2. After review and return by Architect, resubmit Submittals Schedule within 10 days and thereafter submit updated Submittals Schedules at each Construction Progress Meeting. 3. Submit one copy each to Owner, Owner's Construction Manager and Architect. D. Posting: Post one copy of most recent Submittals Schedule in Contractor's field office, readily available to Owner and Architect. Update bi-weekly with project schedule. E. Archive: Preserve a minimum of two copies of all superseded schedules, with one copy available at field office for review by Owner or Architect.
1.06 CONTRACTOR'S REVIEW OF SUBMITTALS A. Contractor's Review of Submittals: Prior to submission to Architect for review, Contractor shall review each submittal for completeness and conformance to specified requirements. Contractor shall stamp each submittal with a review action stamp and sign each copy certifying that: 1. Field measurements have been determined and verified. 2. Conformance with requirements of Contract Drawings and Specifications is confirmed. 3. Catalog numbers and similar data are correct. 4. Work being performed by various subcontractors and trades is coordinated. 5. Field construction criteria have been verified, including confirmation that information submitted has been coordinated with the work being performed by others for Owner and actual site conditions. 6. All deviations from requirements of Drawings and Specifications have been identified and noted.
Athletic Track and Field Improvements @ Woodbridge High School SHOP DRAWINGS, PRODUCT DATA & SAMPLES Project No. 1-34-32 01 33 23 - 2
B. Changes in Work: Changes in the Work shall not be authorized by submittals review actions. No review action, implicit or explicit, shall be interpreted to authorized changes in the Work. Changes shall only be authorized by separate written direction, in accordance with the Conditions of the Contract and Section 01 2600 - Contract Modification Procedures.
1.07 ARCHITECT'S REVIEW OF SUBMITTALS A. Architect's Review of Submittals: Submittals shall be a communication aid between Contractor and Architect by which interpretation of Contract Documents requirements may be confirmed in advance of construction. Reviews by Architect and Architect's consultants shall be only for general conformance with the design concept of the Project and general compliance with the information given in the Drawings and Specifications. B. Contract Requirements: 1. Review actions by Architect and Architect's consultants shall not relieve the Contractor from compliance with requirements of the Drawings and Specifications. 2. No review action, implicit or explicit, shall be interpreted to authorize changes in the Work. Changes shall only be authorized by separate written Change Order or Construction Change Directive, in accordance with the Conditions of the Contract and Section 01 26 00 - Contract Modification Procedures.
1.08 PRODUCT DATA SUBMITTALS A. Copies: Submit one copy electronically via email or file transfer site to the construction manager or architect or eight (8) copies, minimum, of original catalog pages or xerographic copies only, with applicable data highlighted and cross-referenced to Drawings and Specifications requirements. Wet-process and thermal (fax) copies will not be acceptable. B. Modifications to Standard Product Data: Modify manufacturer's standard catalog data to indicate precise conditions of the Project. Comply with requirements as for shop drawings, following. Provide space for review action stamps and, if required by governing authorities having jurisdiction, license seal of Architect and Architect's design consultant, if applicable.
1.09 SHOP DRAWINGS SUBMITTALS A. Copies: Prepare shop drawings on minimum sheet size of 17-inches by 22-inches, or smaller if a multiple of 8-1/2 inches by 11-inches. Submit one (1) reproducible and nine (9) prints typically, except as noted in product Specifications Sections. Copies in excess of nine (9) will not be reviewed or returned. Shop drawings exceeding 11-inches by 17-inches format may not be submitted electronically. B. Preparation: Shop drawings shall be original drawings prepared for submittal review, fabrication and execution of Work. Direct copies and modified reproductions of Contract Drawings will not be accepted for review. Provide space for review action stamps and, if required by governing authorities having jurisdiction, license seal of Architect and Architect's design consultant, if applicable. C. Coordination: Show all field dimensions and relationships to adjacent or critical features of Work.
1.10 SAMPLES SUBMITTALS A. Quantity: Submit minimum of four (4) samples of each of color, texture and pattern. Submit one item only of actual assembly or product. Unless otherwise noted, full-size and complete samples will be returned and may be incorporated into field mock-ups and the Work. B. Color Samples: Architect will review and select colors for Project only after all colors are received, so that colors may be properly coordinated. C. Copies: Submit actual samples. Photographic or printed reproductions will not be accepted. D. Review of Field Samples: Review by Architect of field samples will be made for the following products, as applicable, if not otherwise required and if requested by Contractor. 1. Concrete wall finishes and detailing (edges, corners and reveals). 2. Concrete paving colors and textures. 3. Gypsum board textures and finishes. 4. Field-applied paint colors and finishes.
Athletic Track and Field Improvements @ Woodbridge High School SHOP DRAWINGS, PRODUCT DATA & SAMPLES Project No. 1-34-32 01 33 23 - 3
1.11 OPERATION AND MAINTENANCE DATA SUBMITTALS A. Operation and Maintenance Data Submittals: Refer to requirements specified in Section 01 78 23 - Operation and Maintenance Data. Include operation and maintenance data submittals in Submittals Schedule specified above. Provide space for review action stamps and, if required by governing authorities having jurisdiction, license seal of Architect and Architect's design consultant, if applicable.
PART 2 - PRODUCTS
2.01 (NOT APPLICABLE TO THIS SECTION.)
PART 3 - EXECUTION
3.01 (NOT APPLICABLE TO THIS SECTION.) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School SHOP DRAWINGS, PRODUCT DATA & SAMPLES Project No. 1-34-32 01 33 23 - 4
SUBMITTAL / SHOP DRAWING TRANSMITTAL
To: Ruhnau Clarke Architects Contractor’s Submittal No. Attn: Construction Dept. Athletic Track and Field Improvements @ Contractor: Project Name: Woodbridge High School Street: RRC's Project No. 1-34-32 City, State: Subcontractor:
CONTRACTOR TO FILL OUT THE FOLLOWING COVERING ONE COMPLETE SECTION OF THE SPECIFICATIONS ONLY:
Specification Section #: Section Title:
Initial Submittal Scheduled Date of Submittal 1st Resubmittal Scheduled Date of Submittal Return ___ Resubmittal Date Sent Submittal was a previously approved substitution. Number of Copies Approved Substitution Request Transmittal Form is enclosed. Number of Samples
CONTRACTOR COMPLETE EITHER (A) OR (B) FOLLOWING, CHECK ONE: CONSTRUCTION MANAGERS CERTIFICATION THIS IS TO CERTIFY THAT THE CONSTRUCTION MANAGER IS REASONABLY WE HAVE VERIFIED THAT THE MATERIAL OR EQUIPMENT CONTAINED CERTAIN THAT THE MATERIAL SPECIFIED IN THIS SUBMITTAL MEETS THE IN THIS SUBMITTAL MEETS ALL THE REQUIREMENTS SPECIFIED OR REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND THE SUBMITTAL IS (A) SHOWN (NO EXCEPTIONS). COMPLETE PER THE CONTRACT DOCUMENTS.
❑ SIGNATURE: ______
WE HAVE VERIFIED THAT THE MATERIAL OR EQUIPMENT CONTAINED CONTRACTORS CERTIFICATION IN THIS SUBMITTAL MEETS ALL THE REQUIREMENTS SPECIFIED OR THIS IS TO CERTIFY THAT THE CONTRACTOR IS REASONABLY CERTAIN THAT SHOWN, EXCEPT FOR THE FOLLOWING DEVIATIONS (LIST DEVIATIONS THE MATERIAL SPECIFIED IN THIS SUBMITTAL MEETS THE REQUIREMENTS OF (B) ON AN ATTACHED SHEET OR INDICATE DEVIATIONS CLEARLY ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS OR SUBMITTALS). SIGNATURE: ❑ ______
ARCHITECT’S USE ONLY BELOW THIS LINE. Action: No Exception Taken Make Corrections Noted Rejected/Resubmit Revise and Resubmit
Comments: Date Received By RRC: Date Sent to Consultant: Structural ______Mechanical ______Electrical ______Other ______Date Received From: Consultant ______
No. of Copies Received ______
Final Distribution: Contractor _____ Inspector _____ District/P.M. _____ Architect ____
Final Distribution Date: ______
SECTION 01 33 26 QUALITY CONTROL SUBMITTALS
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Administrative requirements for submittals reporting results of tests and inspections.
1.02 RELATED SECTIONS A. Section 01 10 00 - Summary: Subcontractor and materials suppliers list, Work includes Contractor use of site, work sequence. B. Section 01 31 19 - Project Meetings: Quality control reports at meetings. C. Section 01 33 23 - Shop Drawings, Product Data and Samples: Quality control submittals for products prior to field work. D. Section 01 40 00 - Quality Control: Test and inspection procedures. E. Section 01 77 00 - Contract Closeout: Submittals for occupancy, Acceptance and Final Payment.
1.03 ADMINISTRATIVE REQUIREMENTS A. Administration: Make all submittals to the Architect through the Construction Manager, unless otherwise directed. B. Submittal Identification: Identify each submittal by Specification Section number followed by a number indicating sequential submittal for that Section. Coordinate submittal numbers with submittals specified in Section 01 33 23 - Shop Drawings, Product Data and Samples. Resubmittals shall use same number as original submittal, followed by a letter indicating sequential resubmittal. 1. 03 30 00-1 First submittal for Section 03 30 00 - Cast in Place Concrete. 2. 03 30 00-2 Second submittal for Section 03 30 00 - Cast in Place Concrete. 3. 03 30 00-2AResubmittal of second submittal for Section 03 30 00 - Cast in Place Concrete. 4. 03 30 00-2BSecond resubmittal of second submittal for Section 03 30 00 - Cast in Place Concrete. C. Project Identification: Title each submittal with Project name, submittal date and Architect's Project number. D. Copies: Submit one (1) copy electronically via email or file transfer site or six (6) copies, minimum, of reports of quality control reports on dry-process xerographic copies only. E. Contractor's Review: Submittals shall be made by Contractor in accordance with requirements specified herein and in individual Sections. Indicate clearly on each submittal the specified or referenced values for each quality control activity and the values obtained. Contractor shall note clearly and sign each submittal certifying that reported quality control activity "Conforms" or "Does Not Conform". F. Changes and Deviations: Identify all deviations from requirements of Drawings and Specifications. Changes in the Work shall not be authorized by submittals review actions. No review action, implicit or explicit, shall be interpreted to authorized changes in the Work. Changes shall only be authorized by separate written Change Order or Construction Change Authorization, in accordance with the General Conditions. G. Record Submittals: When record submittals are specified, submit three copies or sets only. Record submittals will not be reviewed but will be retained for historical and maintenance purposes. H. Unsolicited Submittals: Unsolicited submittals will be returned unreviewed.
1.04 QUALITY CONTROL SUBMITTALS SCHEDULE A. Schedule Format: Include quality control submittals on Submittals Schedule specified in accordance with General Conditions. B. Schedule Content: List all tests, inspections and reports specified to be submitted, indicating submittal number, submittal type (field test, field inspection, fabrication inspection, etcetera), scheduled date of quality control activity and date report should be made.
Athletic Track and Field Improvements @ Woodbridge High School QUALITY CONTROL SUBMITTALS Project No. 1-34-32 01 33 26 - 1
1.05 ARCHITECT'S REVIEW A. General: Review by Architect and Architect's consultants shall be only for general conformance with the design concept and requirements based on the information presented. Neither Architect nor Architect's consultants shall verify submitted quality control data. B. Contract Requirements: Review by Architect and Architect's consultants shall not relieve the Contractor from compliance with requirements of the Drawings and Specifications. Changes shall only be authorized by separate written Change Order or Construction Change Authorization, in accordance with the General Conditions and Section 01 26 00- Contract Modification Procedures.
PART 2 - PRODUCTS
2.01 (NOT APPLICABLE TO THIS SECTION.)
PART 3 - EXECUTION
3.01 (NOT APPLICABLE TO THIS SECTION.)
END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School QUALITY CONTROL SUBMITTALS Project No. 1-34-32 01 33 26 - 2
SECTION 01 35 50 REQUESTS FOR ELECTRONIC FILES
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Requirements to receive electronic construction document files from Architect. B. Hold Harmless Agreement form.
1.02 RELATED SECTIONS A. Section 01 33 23 - Shop Drawings, Product Data and Samples. B. Section 01 77 00 - Contract Closeout. C. Divisions 31 through 33 - Sitework.
1.03 REQUIREMENTS A. Electronic files have legal ramifications as information therein can be modified. B. In order to receive this electronic information, the following Hold Harmless Agreement form must be executed in its entirety, including signature by a company officer. C. Costs for processing and handling electronic files, however limited, will be $250.00
PART 2 - PRODUCTS - (NOT USED)
PART 3 - EXECUTION
3.01 ELECTRONIC FILE TRANSFER PROCEDURE A. Submit a check in the amount of $250.00 along with a list of the requested sheet numbers and an acknowledged copy of this waiver to the office of the Architect, Ruhnau Clarke Architects, 3775 Tenth Street, Riverside, CA 92501. B. In order to expedite the transfer, upon receipt of a fax copy of this acknowledgement, the requested CAD files will be sent in the form of a compact disc to the recipient, as requested, by UPS or similar delivery service. C. It is expressly understood that any transfer is done as a courtesy and can be revoked at any time by the Architect.
Athletic Track and Field Improvements @ Woodbridge High School REQUESTS FOR ELECTRONIC FILES Project No. 1-34-32 01 35 50 - 1
HOLD HARMLESS AGREEMENT
We, ______, understand that we may be receiving electronic media containing design information, not necessarily intended for construction. We agree to hold Ruhnau Clarke Architects harmless for any defects in this data. We agree that it shall be our responsibility to reconcile this electronic data with the paper plans, and that only the paper plans shall be regarded as legal documents for the referenced project. Further, the Contractor acknowledges that the Architect's reports, drawings, specifications, field data, field notes, laboratory test data, calculations, estimates and other similar documents are instruments of professional service, not products. In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by the Design Professionals, the Parties listed above covenant and agree that all such drawings and data are instruments of service of the Design Professionals, who shall be deemed the author of the drawings and data, and shall retain all common law, statutory law and other rights, including copyrights. The Parties agree that in accepting and utilizing any drawings and other data, that the Design Professionals waive all responsibility for any subsequent use of these data, the accuracy of dimensions, and the interpretation of information contained herein. The Parties further agree not to use these drawings and data, in whole or in part, for any purpose or project other than the project which is the subject of this Agreement. The Parties further agree to waive all claims against the Design Professionals resulting in any way from any unauthorized changes of the drawings and data or any other use other than for the project which is the subject of this Agreement. The Contractor shall indemnify, defend and hold harmless the Design Professionals and its subconsultants and their officers, agents, employees from any claims, damages, losses, liabilities or expenses (including attorneys' fees) arising out of use of such documents without Consultant's prior written authorization. Under no circumstances shall transfer of the drawings and other data be deemed a sale by the Design Professionals, and the Design Professionals make no warranties, either express or implied of the merchantability and fitness of the data for any particular purpose.
Acknowledged by: ______Signature of Company OfficerDate ______Print or Type Name Company Name ______Street Address ______City, State, Zip Code ______E-mail Address
END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School REQUESTS FOR ELECTRONIC FILES Project No. 1-34-32 01 35 50 - 2
SECTION 01 40 00 QUALITY REQUIREMENTS
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Regulatory requirements for testing and inspection. B. Contractor's quality control. C. Quality of the Work. D. Inspections and tests by governing authorities. E. Inspections and tests by serving utilities. F. Inspections and tests by manufacturer's representatives. G. Inspections by independent testing and inspection agency.
1.02 RELATED SECTIONS A. Section 01 33 26 - Quality Control Submittals: Administrative requirements for submittals reporting results of tests and inspections during field Work. B. Section 01 41 00 - Regulatory Requirements: Compliance with applicable codes, ordinances and standards. C. Section 01 60 00 - Product Requirements: Product options, substitutions, transportation and handling requirements, storage and protection requirements, and system completeness requirements.
1.03 REGULATORY REQUIREMENTS FOR TESTING AND INSPECTION A. Regulatory Requirements for Testing and Inspection: Inspections, testing and approvals as required by authorities having jurisdiction. Refer to Section 01 41 00 - Regulatory Requirements.
1.04 CONTRACTOR'S QUALITY CONTROL A. Contractor's Quality Control: Contractor shall ensure that products, services, workmanship and site conditions comply with requirements of the Drawings and Specifications by coordinating, supervising, testing and inspecting the Work and by utilizing only suitably qualified personnel. B. Quality Requirements: Work shall be accomplished in accordance with quality requirements of the Drawings and Specifications, including, by reference, all Codes, laws, rules, regulations and standards. When no quality basis is prescribed, the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project, for projects of this type. C. Quality Control Personnel: Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is provided as required.
1.05 QUALITY OF THE WORK A. Quality of Products: Unless otherwise indicated or specified, all products shall be new, free of defects and fit for the intended use. B. Quality of Installation: All Work shall be produced plumb, level, square and true, or true to indicated angle, and with proper alignment and relationship between the various elements. C. Protection of Existing and Completed Work: Take all measures necessary to preserve and protect existing and completed Work free from damage, deterioration, soiling and staining, until Acceptance by the Owner. D. Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Unless more stringent requirements are indicated or specified, comply with manufacturer's instructions and
Athletic Track and Field Improvements @ Woodbridge High School QUALITY REQUIREMENTS Project No. 1-34-32 01 40 00 - 1
recommendations, reference standards and building code research report requirements in preparing, fabricating, erecting, installing, applying, connecting and finishing Work. E. Deviations from Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Document and explain all deviations from reference standards and building code research report requirements and manufacturer's product installation instructions and recommendations, including acknowledgement by the manufacturer that such deviations are acceptable and appropriate for the Project. F. Verification of Quality: Work shall be subject to verification of quality by Owner, or Architect in accordance with provisions of the General Conditions of the Contract. 1. Contractor shall cooperate by making Work available for inspection by Owner, Architect or their designated representatives. 2. Such verification may include mill, plant, shop, or field inspection as required. 3. Provide access to all parts of the Work, including plants where materials or equipment are manufactured or fabricated. 4. Provide all information and assistance as required, including that by and from subcontractors, installers, fabricators, materials suppliers and manufacturers, for verification of quality by Owner, or Architect. 5. Contract modifications, if any, resulting from such verification activities shall be governed by applicable provisions in the General Conditions. G. Observations by Architect and Architect's Consultants: Periodic and occasional observations of Work in progress will be made by Architect and Architect's consultants as deemed necessary to review progress of Work and general conformance with design intent. H. Limitations on Inspection, Test and Observations: Neither employment of an Independent Testing and Inspection Agency nor observations by Architect and Architect's consultants shall in any way relieve Contractor of obligation to perform Work in full conformance to all requirements of Contract Documents and applicable Building Code and other regulatory requirements. I. Architect's Acceptance and Rejection of Work: Architect reserves the right to reject all Work not in conformance to the requirements of the Drawings and Specifications. J. Correction of Non-Conforming Work: Non-conforming Work shall be modified, replaced, repaired or redone by the Contractor at no change in Contract Sum or Contract Time. K. Acceptance of Non-Conforming Work: Acceptance of non-conforming Work, without specific written acknowledgement and approval of the Owner, shall not relieve the Contractor of the obligation to correct such Work. 1. Acceptance of structurally related non-conforming work shall be submitted to DSA for review and approval. L. Contract Adjustment for Non-conforming Work: Should Architect or Owner determine that it is not feasible or in Owner's interest to require non-conforming Work to be repaired or replaced, an equitable reduction in Contract Sum shall be made by agreement between Owner and Contractor. If equitable amount cannot be agreed upon, a Construction Change Directive will be issued and the amount in dispute resolved in accordance with applicable provisions of the General Conditions. M. Non-Responsibility for Non-Conforming Work: Architect and Architect's consultants disclaim any and all responsibility for Work produced not in conformance with the Drawings and Specifications.
1.06 INSPECTIONS AND TESTS BY GOVERNING AUTHORITIES A. Inspections and Tests by Authorities Having Jurisdiction: Contractor shall cause all tests and inspections to be made for Work under this Contract, as required by Building Departments, Department of Public Works, Fire Department, Health Department and similar agencies having jurisdiction. Except as specifically noted, scheduling, conducting and paying for such inspections shall be solely the Contractor's responsibility.
Athletic Track and Field Improvements @ Woodbridge High School QUALITY REQUIREMENTS Project No. 1-34-32 01 40 00 - 2
1.07 INSPECTIONS AND TESTS BY SERVING UTILITIES A. Inspections and Tests by Serving Utilities: Contractor shall cause all tests and inspections required by serving utilities to be made for Work under this Contract. Scheduling, conducting and paying for such inspections shall be solely the Contractor's responsibility.
1.08 INSPECTIONS AND TESTS BY MANUFACTURER'S REPRESENTATIVES A. Inspections and Tests by Manufacturer's Representatives: Contractor shall cause all tests and inspections specified to be conducted by materials or systems manufacturers to be made. Additionally, all tests and inspections required by materials or systems manufacturers as conditions of warranty or certification of Work shall be made, the cost of which shall be included in the Contract Sum.
1.09 INSPECTIONS BY INDEPENDENT TESTING AND INSPECTION AGENCY A. Inspections by Independent Testing and Inspection Agency or Agencies: Contractor shall cause all tests and inspections required during the course of construction to be conducted.
PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION.)
PART 3 - EXECUTION - (NOT APPLICABLE TO THIS SECTION.) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School QUALITY REQUIREMENTS Project No. 1-34-32 01 40 00 - 3
Athletic Track and Field Improvements @ Woodbridge High School QUALITY REQUIREMENTS Project No. 1-34-32 01 40 00 - 4
SECTION 01 41 00 REGULATORY REQUIREMENTS
PART 1 - GENERAL
1.01 AUTHORITY AND PRECEDENCE OF CODES, ORDINANCES AND STANDARDS A. Authority: All codes, ordinances and standards referenced in the Drawings and Specifications shall have the full force and effect as though printed in their entirety in the Specifications. B. Precedence: 1. Where specified requirements differ from the requirements of applicable codes, ordinances and standards, the more stringent requirements shall take precedence. 2. Where the Drawings or Specifications require or describe products or execution of better quality, higher standard or greater size than required by applicable codes, ordinances and standards, the Drawings and Specifications shall take precedence so long as such increase is legal. 3. Where no requirements are identified in the Drawings or Specifications, comply with all requirements of applicable codes, ordinances and standards of authorities having jurisdiction.
1.02 APPLICABLE CODES, LAWS AND ORDINANCES A. Applicable Codes, Laws and Ordinances: Refer also to Section 01 10 00 - Summary, General Conditions, and Supplementary General Conditions, regarding permits and licenses. 1. Performance of the Work shall be governed by all applicable laws, ordinances, rules and regulations of Federal, State and local governmental agencies and jurisdictions having authority over the Project, including accessibility requirements. 2. Performance of the Work shall be accomplished in conformance with all rules and regulations of public utilities, utility districts and other agencies serving the development. 3. Where such laws, ordinances, rules and regulations require more care or greater time to accomplish Work, or require better quality, higher standards or greater size of products, Work shall be accomplished in conformance to such requirements with no change to the Contract Time and Contract Sum, except where changes in laws, ordinances, rules and regulations occur subsequent to the execution date of the Agreement. B. Applicable Building Codes: References on the Drawings or in the Specifications to "code" or "building code" not otherwise identified shall mean the codes specified below, together with all additions, amendments, changes, and interpretations adopted by code authorities of the jurisdiction having authority over the Project. 1. Local and State Building Codes: Performance of the Work shall meet or exceed the minimum requirements of the following, as adopted by the DSA.: a. 2019 Building Standards Administrative Code - Part 1, Title 24 CCR. b. 2016 California Building Code (CBC), Part 2, Title 24 CCR. c. 2016 California Electrical Code (CEC), Part 3, Title 24 CCR. (2014 National Electrical Code and 2016 California Amendments) d. 2016 California Mechanical Code (CMC), Part 4, Title 24 CCR. (2015 Uniform Mechanical Code and 2016 California Amendments) e. 2016 California Plumbing Code (CPC), Part 5, Title 24 CCR. (2015 Uniform Plumbing Code and 2016 California Amendments) f. 2016 California Energy Code, Part 6, Title 24 CCR. g. 2016 California Fire Code (CFC), Part 9, Title 24 CCR. (2015 International Fire Code and 2016 California Amendments) h. 2016 California Green Building Standards Code, Part II, Title 24 CCR. i. 2016 California Referenced Standards Code, Part 12, Title 24 CCR. j. Title 19 CCR, Public Safety, State Fire Marshal Regulations. 2. Safety Codes: State of California, California Administrative Code, California Code of Regulations (CCR), Title 8 - Industrial Relations, Chapter 4, Subchapter 7, General Industry Safety Orders.
Athletic Track and Field Improvements @ Woodbridge High School REGULATORY REQUIREMENTS Project No. 1-34-32 01 41 00 - 1
3. General Standards: California Building Code (CBC) Standards, UL Building Products Listing, FM Approval Guide and ASTM Standards in Building Codes. 4. Fire and Life Safety Standards: All referenced standards pertaining to fire rated construction and exiting. 5. State of California Requirements: Performance of the Work shall also comply with applicable requirements of the State of California, California Code of Regulations (CCR), as follows: a. Title 19 - Public Safety. b. Title 22 - Social Security. c. Title 24 - Building Standards, Parts 2 through 7 specifically and any other applicable chapters, and Title 25 as applicable. d. Title 24 - Accessibility Requirements shall conform to the following: 1) Chapters 10, 11B and 30 specifically and any other applicable chapters of 2016 California Building Code, Part 2, Title 24, CCR. 2) Applicable sections of 2016 Edition California Electrical Code, Part 3, Title 24, CCR. 3) Applicable sections of 2016 California Plumbing Code, Part 5, Title 24, CCR. C. Date of Codes, Laws and Ordinances: The applicable edition of all codes shall be that adopted at the time of issuance of permits by the jurisdiction having authority and shall include all modifications and additions adopted by that jurisdiction. The applicable date of laws and ordinances shall be that of the date of performance of the Work.
PART 2 - PRODUCTS - (NOT USED)
PART 3 - EXECUTION - (NOT USED) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School REGULATORY REQUIREMENTS Project No. 1-34-32 01 41 00 - 2
SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Temporary Controls: Barriers, enclosures, and fencing. E. Security requirements. F. Vehicular access and parking. G. Waste removal facilities and services. H. Project identification sign.
1.02 TEMPORARY UTILITIES A. Owner will provide the following: 1. Electrical power, consisting of connection to existing facilities. 2. Water supply, consisting of connection to existing facilities. B. Existing facilities may be used. C. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICES A. Provide equivalent equipment and connections for Owner's field office. B. Provide equivalent equipment and connections for Architect's field office. C. Telecommunications services shall include: 1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer. 2. Telephone Land Lines: One line, minimum; one handset per line. 3. Internet Connections: Minimum of one; DSL modem or faster. 4. Facsimile Service: Minimum of one dedicated fax machine/printer, with dedicated phone line. 5. Facsimile Service: Fax-to-email software on personal computer. 6. Project web site.
1.04 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. 1. Contractor(s) shall provide temporary toilet facilities if maximum number of personnel on project is greater than 10. 2. Contractor shall submit proposed location of temporary toilet(s) to Construction Administrator for approval. a. Place on-site portable toilets away from building air intakes and entryway. B. Use of existing facilities is permitted.
Athletic Track and Field Improvements @ Woodbridge High School TEMPORARY FACILITIES & CONTROLS Project No 1-34-32 01 50 00 - 1
1. Construction personnel (less than 10 on site) may use existing sanitary facilities but must keep them clean. Sanitary facilities may not be used for clean up of personnel (other than washing of hands.) C. Maintain daily in clean and sanitary condition. D. At end of construction, return facilities to same or better condition as originally found.
1.05 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. C. Provide protection for plants designated to remain. Replace damaged plants. D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.06 FENCING A. Construction: Contractor's option. B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks.
1.07 EXTERIOR ENCLOSURES A. Provide temporary weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks.
1.08 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment. B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces: 1. STC rating of 35 in accordance with ASTM E90. 2. Maximum flame spread rating of 75 in accordance with ASTM E84. C. Paint surfaces exposed to view from Owner-occupied areas.
1.09 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B. Coordinate with Owner's security program.
1.10 CAFETERIA AND FOOD A. Construction personnel shall police their own areas. All cups, cans, paper, wrappers, and discarded food must be placed in trash receptacles at end of each break. B. Contractor(s) shall submit to Construction Administrator proposed location of any break areas and eating areas for approval.
Athletic Track and Field Improvements @ Woodbridge High School TEMPORARY FACILITIES & CONTROLS Project No 1-34-32 01 50 00 - 2
1.11 SMOKING AND TOBACCO A. Smoking is not permitted indoors. B. Smoking is permitted outdoors in designated areas. C. All ashes and cigarette butts must be deposited in approved receptors. D. No chewing tobacco or spitting of tobacco is permitted.
1.12 VEHICULAR ACCESS AND PARKING A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Coordinate access and haul routes with governing authorities and Owner. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. E. Existing on-site roads may be used for construction traffic. F. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.
1.13 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non- combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.
1.14 PROJECT IDENTIFICATION A. Provide project identification sign of design and construction indicated on Drawings. B. Erect on site at location established by Architect. C. No other signs are allowed without Owner permission except those required by law.
1.15 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. E. Restore new permanent facilities used during construction to specified condition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School TEMPORARY FACILITIES & CONTROLS Project No 1-34-32 01 50 00 - 3
Athletic Track and Field Improvements @ Woodbridge High School TEMPORARY FACILITIES & CONTROLS Project No 1-34-32 01 50 00 - 4
SECTION 01 60 00 PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection of products. C. Product option requirements. D. Substitutions and procedures, Request for Substitution Form. E. System Completeness. F. Installation of Products. G. Procedures for Owner-supplied products. H. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS A. Instructions to Bidders: Product options and substitution procedures prior to bid date. B. Section 01 33 23 - Shop Drawings, Product Data and Samples: Requirements applicable to submittals for "or equal" and substitute products. C. Section 01 40 00 - Quality Requirements: Product quality monitoring. D. Section 01 41 00 - Regulatory Requirements: Codes and standards applicable to product specifications; minimum requirements.
1.03 REFERENCE STANDARDS A. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.
1.04 SUBMITTALS A. See Section 01 33 23 - Shop Drawings, Product Data and Samples. B. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. 1. Submit within 15 days after date of Notice to Proceed. 2. For products specified only by reference standards, list applicable reference standards. C. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. D. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. E. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 1
PART 2 PRODUCTS
2.01 GENERAL PRODUCT REQUIREMENTS A. Drawings and Specifications: If a specific product is indicated on the Drawings for use, then that product shall be used without exception in the location identified. If the Contractor proposes the use of another product other than the item indicated, whether or not listed in these specifications, the Contractor shall submit the product using the complete substitution process. See the Article titled "SUBSTITUTIONS" below 1. AHJ approval is also required prior to the use or installation of any substitution, on any product or location of product (requiring a revision to the Drawings or Specifications), included in these construction documents. Installation of a non-approved product may result in the contractor removing and replacing the non-approved product at the Contractor's own expense. 2. If a conflict exists between the Drawings and the Specifications (Project Manual), then the Contractor shall submit a Request for Interpretation from the Architect. a. As noted in the General Conditions, the more stringent requirements shall govern, including cost of materials and/or installation. B. Products, General: Items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock, and include materials, equipment, assemblies, fabrications and systems. 1. Named Products: Items identified by manufacturer's product name, including make or model designations indicated in the manufacturer's published product data. 2. Materials: Products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed or installed to form a part of the Work. 3. Equipment: A product with operating parts, whether motorized or manually operated, that requires connections such as wiring or piping. C. Specific Product Requirements: Refer to requirements of Section 01 40 00 - Quality Control and individual product Specifications Sections in Divisions 2 through 33 for specific requirements for products. D. Minimum Requirements: Specified requirements for products are minimum requirements. Refer to general requirements for quality of the Work specified in Section 01 40 00 - Quality Control and elsewhere herein. E. Product Selection: Provide products that fully comply with the Contract Documents, are undamaged and unused at installation. Comply with additional requirements specified herein in Article titled "PRODUCT OPTIONS". F. Standard Products: Where specific products are not specified, provide standard products of types and kinds that are suitable for the intended purposes and that are usually and customarily used on similar projects under similar conditions. Products shall be as selected by Contractor and subject to review and acceptance by the Owner (Owner) and Architect. G. Product Completeness: Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Comply with additional requirements specified herein in Article titled "SYSTEM COMPLETENESS". H. Code Compliance: All products, other than commodity products prescribed by Code, shall have a current ICC Evaluation Service Research Report (ICC ESRR) or CABO National Evaluation Report (NER). Refer to additional requirements specified in Section 01 41 00 - Regulatory Requirements. I. Interchangeability: To the fullest extent possible, provide products of the same kind from a single source. Products required to be supplied in quantity shall be the same product and interchangeable throughout the Work. When options are specified for the selection of any of two or more products, the product selected shall be compatible with products previously selected. J. Product Nameplates and Instructions: 1. Except for required Code-compliance labels and operating and safety instructions, locate nameplates on inconspicuous, accessible surfaces. Do not attach manufacturer's identifying nameplates or trademarks on surfaces exposed to view in occupied spaces or to the exterior.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 2
2. Provide a permanent nameplate on each item of service-connected or power-operated equipment. Nameplates shall contain identifying information and essential operating data such as the following example: a. Name of manufacturer b. Name of product c. Model and serial number d. Capacity e. Operating and Power Characteristics f. Labels of Tested Compliance with Codes and Standards 3. Refer to additional requirements which may be specified in Division 23 - Mechanical, if included in the Project Manual. 4. For each item of service-connected or power-operated equipment, provide operating and safety instructions, permanently affixed and of durable construction, with legible machine lettering. Comply with all applicable requirements of authorities having jurisdiction and listing agencies. K. Electrical Product Requirements: Comply with requirements specified in Divisions 26, 27, & 28 - Electrical, as applicable.
2.02 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Do not use products having any of the following characteristics: 1. Made outside the United States, its territories, Canada, or Mexico. 2. Made using or containing CFC's or HCFC's. 3. Made of wood from newly cut old growth timber. C. Where all other criteria are met, Contractor shall give preference to products that: 1. Are extracted, harvested, and/or manufactured closer to the location of the project. 2. Have longer documented life span under normal use. 3. Result in less construction waste. D. Provide interchangeable components of the same manufacture for components being replaced. E. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Size terminal lugs to NFPA 70, include lugs for terminal box. F. Cord and Plug: Provide minimum 6 foot cord and plug including grounding connector for connection to electric wiring system. Cord of longer length is specified in individual specification sections.
2.03 PRODUCT OPTIONS A. Products Specified by Description: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that has the specified attributes and otherwise complies with specified requirements. B. Products Specified by Performance Requirements: Where Specifications require compliance with performance requirements, provide product(s) that comply and are recommended by the manufacturer for the intended application. Verification of manufacturer's recommendations may be by product literature or by certification of performance from manufacturer. C. Products Specified by Reference to Standards: Where Specifications require compliance with a standard, provided product shall fully comply with the standard specified. Refer to general requirements specified in Section 01 42 00 - Reference Standards and Abbreviations regarding compliance with referenced standards, standard specifications, codes, practices and requirements for products. D. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. E. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. F. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 3
G. Products Specified by Identification of Manufacturer and Product Name or Number: 1. "Specified Manufacturer": Provide the specified product(s) of the specified manufacturer. a. If only one manufacturer is specified, without "acceptable manufacturers" being identified, provide only the specified product(s) of the specified manufacturer. b. If the phrase "or equal" is stated or reference is made to the "or equal provision," products of other manufacturers may be provided if such products are equivalent to the specified product(s) of the specified manufacturer. Equivalence shall be demonstrated by submission of information in compliance with requirements specified herein under the Article titled "SUBSTITUTIONS." 2. "Acceptable Manufacturers": Product(s) of the named manufacturers, if equivalent to the specified product(s) of the specified manufacturer, will be acceptable in accordance with the requirements specified herein in the Article titled "SUBSTITUTIONS", except considerations regarding changes in Contract Time and Contract Sum will be waived if no increase in Contract Time or Contract Sum results from use of such equivalent products. 3. Unnamed manufacturers: Product(s) of unnamed manufacturers will be acceptable when disclosed during the bidding period and only as follows: a. Unless specifically stated that substitutions will not be accepted or considered, the phrase "or equal" shall be assumed to be included in the description of specified product(s). Equivalent products of unnamed manufacturers will be accepted in accordance with the "or equal" provision specified herein, below. b. If provided, products of unnamed manufacturers shall be subject to the requirements specified herein in the Article titled "SUBSTITUTIONS." 4. Quality basis: Specified product(s) of the specified manufacturer shall serve as the basis by which products by named acceptable manufacturers and products of unnamed manufacturers will be evaluated. Where characteristics of the specified product are described, where performance characteristics are identified or where reference is made to industry standards, such characteristics are specified to identify the most significant attributes of the specified product(s) which will be used to evaluate products of other manufacturers. H. Products Specified by Combination of Methods: Where products are specified by a combination of attributes, including manufacturer's name, product brand name, product catalog or identification number, industry reference standard, or description of product characteristics, provide products conforming to all specified attributes. I. "Or Equal" Provision: Where the phrase "or equal" or the phrase "or approved equal" is included, equivalent product(s) of unnamed manufacturer(s) may be provided as specified above in subparagraph titled "Unnamed manufacturers" and Article herein titled "SUBSTITUTIONS" with the following conditions: 1. The requirements specified herein in the Article titled "SUBSTITUTIONS" shall apply to products provided under the "or equal" provision except, if the proposed product(s) are determined to be equivalent to the specified product(s) of the specified manufacturer, the requirement specified for substitutions to result in a net reduction in Contract Time or Contract Sum will be waived. 2. Use of product(s) under the "or equal" provision shall not result in any delay in completion of the Work, including completion of portions of the Work for use by Owner or for work under separate contract by Owner. 3. Use of product(s) under the "or equal" provision shall not result in any costs to the Owner, including design fees and permit and plancheck fees. 4. Use of product(s) under the "or equal" provision shall not require substantial change in the intent of the design, in the opinion of the Architect. The intent of the design shall include functional performance and aesthetic qualities. 5. The determination of equivalence will be made by the Architect and Owner, and such determination shall be final. J. Visual Matching: Where Specifications require matching a sample, the decision by the Architect on whether a proposed product matches shall be final. Where no product visually matches but the product complies with other requirements, comply with provisions for substitutions for selection of a matching product in another category.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 4
K. Visual Selection of Products: Where requirements include the phrase "as selected from manufacturer's standard colors, patterns and textures", or a similar phrase, selections of products will be made by indicated party or, if not indicated, by the Architect. The Architect will select color, pattern and texture from the product line of submitted manufacturer, if all other specified provisions are met.
2.04 SYSTEM COMPLETENESS A. System Completeness: 1. The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work. Rather, the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work. 2. It is intended that all equipment, systems and assemblies be complete and fully functional even though not fully described. Provide all products and operations necessary to achieve the design intent described in the Contract Documents. 3. Refer to related general requirements specified in Section 01 41 00 - Regulatory Requirements regarding compliance with minimum requirements of applicable codes, ordinances and standards. B. Omissions and Misdescriptions: Contractor shall report to Architect immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear. 1. Should an essential element be discovered as missing or misdescribed prior to receipt of Bids, an Addendum will be issued so that all costs may be accounted for in the Contract Sum. 2. Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement, Contractor shall provide the element as though fully and correctly described, and a no-cost Change Order shall be executed. 3. Refer to related General Conditions or general requirements specified in Section 01 31 14 - Facility Services Coordination regarding construction interfacing and coordination.
2.05 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES A. Substitutions Regulation: Pursuant to Section 3400 of the Public Contract Code, requests for substitution will be considered if received [up to 7 days prior to the bid date.] [within 35 days after notice of award of contract [LM]]. Subsequent requests will be considered only in the case of product unavailability, through no fault of the Contractor, or for reasons of cost reducing value engineering requested by the Owner. B. Substitutions: Requests by Contractor to deviate from specified requirements for products, materials, equipment, and methods, or to provide products other than those specified, shall be considered requests for substitutions except under the following conditions: 1. Substitutions are requested during the bidding period, and accepted prior to execution of the Contract. Acceptance shall be in the form of written Addendum to the Bidding documents or revision to the Drawings or Specifications for use as Construction Contract Documents. 2. Changes in products, materials, equipment, and methods of construction are directed by the Owner or Architect. 3. Contractor options for provision of products and construction methods are specifically stated in the Contract Documents. 4. Change in products, materials, equipment, and methods of construction is required for compliance with Codes, ordinances, regulations, orders and standards of authorities having jurisdiction.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 5
C. Substitutions will not be considered when a product becomes unavailable through no fault of the Contractor. D. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. E. Substitution Provisions: Refer to substitution provisions of the Conditions of the Contract, in addition to the requirements specified herein. Provisions for consideration and acceptance of substitutions shall be as follows: 1. Documentation: Substitutions will not be considered if they are indicated or implied on shop drawing, product data or sample submittals. All requests for substitution shall be made by separate written request from Contractor. 2. Cost and Time Considerations: Substitutions will not be considered unless a net reduction in Contract Sum or Contract Time results to the Owner's benefit, including redesign costs, life cycle costs, changes in related Work and overall performance of building systems. 3. Design Revision: Substitutions will not be considered if acceptance will require substantial revision of the Contract Documents or will substantially change the intent of the design, in the opinion of the Architect. The intent of the design shall include functional performance and aesthetic qualities. 4. Data: It shall be the responsibility of the Contractor to provide adequate data demonstrating the merits of the proposed substitution, including cost data and information regarding changes in related Work. 5. Determination by Architect: Architect will determine the acceptability of proposed substitutions and will notify Contractor, in writing within a reasonable time, of acceptance or rejection. The determination by the Architect regarding functional performance and aesthetic quality shall be final. 6. Non-Acceptance: If a proposed substitution is not accepted, Contractor shall immediately provide the specified product. 7. Substitution Limitation: Only one request for substitution will be considered for each product. F. A request for substitution constitutes a representation that the submitter: 1. Has investigated 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. 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 and Architect for review or redesign services associated with re-approval by authorities. G. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. H. Substitution Submission Period: 1. Time Limit: Only within 35 days of Notice to Proceed or execution of the Owner-Contractor Agreement, whichever is earliest, will the Owner and Architect consider requests for substitutions. 2. Product Availability Waiver: Substitutions will be considered after 35 day time limit only when a product becomes unavailable due to no fault of Contractor. Failure to place orders for specified products sufficiently in advance of required date for incorporation into the Work will not be considered as a valid reason for which Contractor may request a substitution or deviation from requirements of the Drawings and Specifications. 3. Waiver: At the discretion of the Owner, limitations on substitutions may be waived. I. Request for Substitution Process: 1. Contractor shall prepare a request for substitution and submit the request to the Architect for review and acceptance. Submit a minimum of 4 copies. Form and other administrative requirements shall be as included herein or as directed by the Architect.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 6
2. Substitution requests shall included complete product data, including drawings and descriptions of products, fabrication details and installation procedures. Include samples where applicable or requested. 3. Substitution requests shall include appropriate product data for the specified product(s) of the specified manufacturer, suitable for use in comparison of characteristics of products. a. Include a written, point-by-point comparison of characteristics of the proposed substitute product with those of the specified product. b. Include a detailed description, in written or graphic form as appropriate, indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the Owner and by others under separate Contract with Owner, that will be necessary if the proposed substitution is accepted. 4. Substitution requests shall include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by Owner or for work under separate contract by Owner. 5. Except as otherwise specified, substitution requests shall include detailed cost data, including a proposal for the net change, if any, in the Contract Sum. 6. Substitution requests shall include signed certification that the Contractor has reviewed the proposed substitution and has determined that the substitution is equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents, and that the substitution is suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents. 7. Substitution requests shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following: a. Substitution failed to perform adequately. b. Substitution required changes in on other elements of the Work. c. Substitution caused problems in interfacing with other elements of the Work. d. Substitution was determined to be unacceptable by authorities having jurisdiction. 8. If, in the opinion of the Architect, the substitution request is incomplete or has insufficient data to enable a full and thorough review of the intended substitution, the substitution may be summarily refused and determined to be unacceptable. J. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. K. Contract Document Revisions: 1. Should a Contractor-proposed substitution or alternative sequence or method of construction require revision of the Contract Drawings or Specifications; including revisions for the purposes of determining feasibility, scope or cost, or revisions for the purpose of obtaining review and approval by authorities having jurisdiction; revisions will be made by Architect or other consultant of Owner who is the responsible design professional, as approved in advance by Owner. 2. Services of Architect or other consultant of the Owner, including time spent in researching and reporting on proposed substitutions or alternative sequence and method of construction, shall be paid by Contractor when such activities are considered additional services to the design services contracts of the Architect or other responsible design professional with the Owner. 3. Costs of services by Architect or other responsible design professional of the Owner shall be paid on a time and materials basis, based on current hourly fee schedules, with reproduction, long distance telephone and shipping costs reimbursable at cost plus usual and customary mark-up for handling and billing. 4. Such fees shall be paid whether or not the proposed substitution or alternative sequence or method of construction is ultimately accepted by Owner and a Change Order is executed.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 7
5. Such fees shall be paid from Contractor's portion of savings, if a net reduction in Contract Sum results. If fees exceed Contractor's portion of net reduction, Contractor shall pay all remaining fees unless otherwise agreed in advance by the Owner. 6. Such fees owed shall be deducted from the amount owed Contractor on the Application for Payment next made following completion of revised Contract Drawings and Specifications or completion of research and other services. Owner will then pay Architect or other consultant of the Owner. 7. Substitutions require Field Change Directive approval from DSA.
3.02 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. 1. Schedule delivery to minimize long-term storage and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other losses. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport products by methods to avoid product damage. D. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. E. Deliver products in undamaged condition in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Inspection Provisions: Arrange storage to provide access for inspection and measurement of quantity or counting of units. C. Structural Considerations: Store heavy materials away from the structure in a manner that will not endanger supporting construction. D. Store and protect products in accordance with manufacturers' instructions. 1. Store with seals and labels intact and legible. E. Weather-Resistant Storage: 1. Store moisture-sensitive products above ground, under cover in a weathertight enclosure or covered with an impervious sheet covering. Provide adequate ventilation to avoid condensation. 2. Maintain storage within temperature and humidity ranges required by manufacturer's instructions. 3. For exterior storage of fabricated products, place products on raised blocks, pallets or other supports, above ground and in a manner to not create ponding or misdirection of runoff. place on sloped supports above ground. 4. Store loose granular materials on solid surfaces in a well-drained area. Prevent mixing with foreign matter. F. For exterior storage of fabricated products, place on sloped supports above ground. G. Provide bonded off-site storage and protection when site does not permit on-site storage or protection. H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. I. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. J. Prevent contact with material that may cause corrosion, discoloration, or staining.
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 8
K. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. L. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. M. Protection of Completed Work: 1. Provide barriers, substantial coverings and notices to protect installed Work from traffic and subsequent construction operations. 2. Remove protective measures when no longer required and prior to Substantial Completion review of the Work. 3. Comply with additional requirements specified in Section 01 50 00 - Construction Facilities and Temporary Controls.
3.04 INSTALLATION OF PRODUCTS A. Installation of Products: 1. Comply with manufacturer's instructions and recommendations for installation of products, except where more stringent requirements are specified, are necessary due to Project conditions or are required by authorities having jurisdiction. 2. Anchor each product securely in place, accurately located and aligned with other Work. 3. Clean exposed surfaces and provide protection to ensure freedom from damage and deterioration at time of Substantial Completion review. Refer to additional requirements specified in General Conditions, Section 01 50 00 - Temporary Facilities and Controls and Section 01 74 23 - Final Cleaning. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 9
Athletic Track and Field Improvements @ Woodbridge High School PRODUCT REQUIREMENTS Project No. 1-34-32 01 60 00 - 10
SECTION 01 60 00.01 REQUEST FOR SUBSTITUTION
SUBSTITUTION REQUEST NO. ______Date: ______Project Name: Athletic Track and Field Improvements @ Woodbridge High School Project Number: 1-34-32 To: Ruhnau Clarke Architects . 3775 Tenth Street, Riverside, CA 92501 From: ______We hereby submit for your consideration the following product comparisons of the specified product and the proposed substitution. The undersigned fully understands that failure to answer any item below may be cause for rejection of request for substitution. Request for substitution may be made during bidding (not later than 7 days prior to bid opening for inclusion by Addendum) and not later than 35 days after award of contract or Notice to Proceed, whichever is earliest, except under conditions beyond control of Contractor. Specified Product: ______Project Manual Section Title ______Number ___ Page ____ Paragraph ___. Drawing No. ______Detail No. ______Proposed Substitution: ______Manufacturer: ______Tel: ______Reason request for substitution is being submitted: ______Does proposed substitution affect dimensions, gages, weights, etc. on Drawing? No__ Yes__ (explain how) ______Does proposed substitution require changes in Drawings or design and installation changes? No___ Yes___ (If yes, cost of these changes is the responsibility of the Contractor.) Does proposed substitution affect product cost, delivery time, or construction schedule? No___Yes___ Explain ______Does proposed substitution comply with specified ICC Number, UL Rating, ASTM Numbers? No___ Yes___ Explain ______Does proposed substitution affect other trades and systems such as wiring, piping, ductwork, structure, etc.? No ____ Yes ____ (explain which and how) ______
Athletic Track and Field Improvements @ Woodbridge High School REQUEST FOR SUBSTITUTION Project No. 1-34-32 01 60 00.01 - 1
______If yes, has impact on their work been included in price of proposed substitution? No__ Yes__. Does proposed substitution product guarantee differ from that of the specified product? No___ Yes___ (explain how) ______If the substitution request is accepted, it will result in: No cost impact ____ credit of $______. Attach a listing of 3 projects (one in service for at least 3 years) using the proposed substitution. Substantiating Data: Attach product data/brochures and Vendor qualifications for both specified and substitute product. Provide samples for both specified and substitute products, if applicable. Certification: Undersigned has examined Construction Documents, is familiar with specified product, understands indicated application of product, and understands design intent of Architect/Engineer. Undersigned states that proposed substitution has been fully investigated and complies with Construction Documents and will perform at least equally to specified product within limitations stated above. Undersigned accepts responsibility for coordinating application and installation of proposed substitution and waives all claims for additional costs resulting from incorporation of proposed substitution into Project or its subsequent failure to perform according to specified requirements. Undersigned will pay for changes to the building design, including additional studies, investigations, submittals, redesign and analysis by the Architect caused by the requested substitution. Submitted by: ______. (Type Name) Signature Date Signature must be made by person having legal authority to bind his firm to the above terms. Architects Comments: _____ Accepted, _____ accepted as noted, _____ not accepted, _____ received too late. Reviewed by: ______Architect Date ______Construction Administrator Date ______District Date END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School REQUEST FOR SUBSTITUTION Project No. 1-34-32 01 60 00.01 - 2
SECTION 01 61 16 VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS
PART 1 GENERAL
1.01 SECTION INCLUDES A. VOC restrictions for product categories listed below under "DEFINITIONS." B. All products of each category that are installed in the project must comply; District's project goals do not allow for partial compliance.
1.02 RELATED REQUIREMENTS A. Section 01 30 00 - Administrative Requirements: Submittal procedures. B. Section 01 40 00 - Quality Requirements: Procedures for testing and certifications. C. Section 01 60 00 - Product Requirements: Fundamental product requirements, substitutions and product options, delivery, storage, and handling. D. Section 01 61 16.01 - Accessory Material VOC Content Certification Form.
1.03 DEFINITIONS A. VOC-Restricted Products: All products of each of the following categories when installed or applied on- site in the building interior: 1. Adhesives, sealants, and sealer coatings. 2. Carpet. 3. Carpet cushion. 4. Carpet tile. 5. Resilient floor coverings. 6. Paints and coatings. 7. Insulation. 8. Gypsum board. 9. Acoustical ceilings and panels. 10. Cabinet work. 11. Student and teacher desks, tables, and chairs. 12. Wall coverings. 13. Composite wood and agrifiber products used either alone or as part of another product. 14. Other products when specifically stated in the specifications. B. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives. C. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers, whether specified or not; including firestopping sealants and duct joint sealers.
1.04 REFERENCE STANDARDS A. CAL (CHPS LEM) - Low-Emitting Materials Product List; California Collaborative for High Performance Schools (CHPS); current edition at www.chps.net/. B. CAL (VOC) - Standard Practice for the Testing of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers (including Addendum 2004-01); State of California Department of Health Services; 2004 C. CRI (GLCC) - Green Label Testing Program - Approved Product Categories for Carpet Cushion; Carpet and Rug Institute; Current Edition. D. CRI (GLP) - Green Label Plus Carpet Testing Program - Approved Products; Carpet and Rug Institute; Current Edition.
Athletic Track and Field Improvements @ Woodbridge High School VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS Project No. 1-34-32 01 61 16 - 1 E. GEI (SCH) - GREENGUARD "Children and Schools" Certified Products; GREENGUARD Environmental Institute; current listings at www.greenguard.org. F. GreenSeal GS-36 - Commercial Adhesives; Green Seal, Inc.; 2000. G. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov. H. SCS (CPD) - SCS Certified Products; Scientific Certification Systems; current listings at www.scscertified.com.
1.05 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Evidence of Compliance: Submit for each different product in each applicable category. C. Product Data: For each VOC-restricted product used in the project, submit product data showing compliance, except when another type of evidence of compliance is required. D. Installer Certifications for Accessory Materials: Require each installer of any type of product (not just the products for which VOC restrictions are specified) to certify that either 1) no adhesives, joint sealants, paints, coatings, or composite wood or agrifiber products have been used in the installation of his products, or 2) that such products used comply with these requirements. 1. Use the form following this section for installer certifications.
1.06 QUALITY ASSURANCE A. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section.
1.07 REGULATORY REQUIREMENTS A. All VOC restricted products shall be compliant with local jurisdiction and South Coast Air Quality Management District, Rules and Regulations in effect at the time of installation. Products specified in this project shall be used as a basis of design. Updated products that are compliant with the rules in force at the time of installation shall be submitted as substitutions when they become available. 1. If a product is found to be non-compliant with the VOC rules at the scheduled time of installation, notify the Architect a minimum of 90 days prior to installation. Contractor shall submit a suggested compliant product that is equal to the performance and cost of the specified product using the substitution procedure described in section 01 60 00.
PART 2 PRODUCTS
2.01 MATERIALS A. All VOC-Restricted Products: Provide products having VOC content of types and volume not greater than those specified in State of California Department of Health Services Standard Practice for the Testing of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current GREENGUARD Children & Schools certification; www.greenguard.org. b. Current Carpet and Rug Institute Green Label Plus certification; www.carpet-rug.org. c. Current SCS Floorscore certification; www.scscertified.com. d. Current SCS Indoor Advantage Gold certification; www.scscertified.com. e. Product listing in the CHPS Low-Emitting Materials Product List at www.chps.net/manual/lem_table.htm. f. Current certification by any other agencies acceptable to CHPS. g. Report of laboratory testing performed in accordance with CHPS requirements for getting a product listed in the Low-Emitting Materials Product List; report must include laboratory's statement that the product meets the specified criteria.
Athletic Track and Field Improvements @ Woodbridge High School VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS Project No. 1-34-32 01 61 16 - 2 2. Product data submittals showing VOC content are NOT acceptable forms of evidence. B. Adhesives and Joint Sealants: Provide only products having volatile organic compound (VOC) content not greater than required by South Coast Air Quality Management District Rule No.1168 and 1113. 1. Evidence of Compliance: Acceptable types of evidence are: a. Report of laboratory testing performed in accordance with requirements. b. Published product data showing compliance with requirements. c. Certification by manufacturer that product complies with requirements. C. Aerosol Adhesives: Provide only products having volatile organic compound (VOC) content not greater than required by GreenSeal GS-36. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current GreenSeal Certification. b. Report of laboratory testing performed in accordance with GreenSeal GS-36 requirements. c. Published product data showing compliance with requirements. D. Paints and Coatings: 1. Provide coatings that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. b. Ozone Transport Commission (OTC) Model Rule, Architectural, Industrial, and Maintenance Coatings; www.otcair.org; specifically: 1) Opaque, Flat: 50 g/L, maximum. 2) Opaque, Nonflat: 50 g/L, maximum. 3) Opaque, High Gloss: 250 g/L, maximum. 4) Varnishes: 275 g/L, maximum. c. Architectural coatings VOC limits of South Coast Air Quality Management District Rule No. 1113. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), inclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. 3. Evidence of Compliance: Acceptable types of evidence are: a. Report of laboratory testing performed in accordance with requirements. b. Published product data showing compliance with requirements. c. Certification by manufacturer that product complies with requirements. E. Carpet and Adhesive: Provide products having VOC content not greater than that required for CRI Green Label Plus certification. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current Green Label Plus Certification. b. Report of laboratory testing performed in accordance with requirements. F. Carpet Cushion: Provide products having VOC content not greater than that required for CRI Green Label certification. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current Green Label Certification. b. Report of laboratory testing performed in accordance with requirements. G. Carpet Tile and Adhesive: Provide products having VOC content not greater than that required for CRI Green Label Plus certification. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current Green Label Plus Certification. b. Report of laboratory testing performed in accordance with requirements. H. Carpet Tile and Adhesive: Provide products having VOC content as specified in Section 09 6813. I. Composite Wood and Agrifiber Products and Adhesives Used for Laminating Them: Provide products having no added urea-formaldehyde resins. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current SCS "No Added Urea Formaldehyde" certification; www.scscertified.com.
Athletic Track and Field Improvements @ Woodbridge High School VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS Project No. 1-34-32 01 61 16 - 3 b. Published product data showing compliance with requirements. c. Certification by manufacturer that product complies with requirements. J. Other Product Categories: Comply with limitations specified elsewhere.
PART 3 EXECUTION
3.01 FIELD QUALITY CONTROL A. District reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to District. B. All additional costs to restore indoor air quality due to installation of non-compliant products will be borne by Contractor. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS Project No. 1-34-32 01 61 16 - 4
SECTION 01 61 16.01 ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM
1.01 FORM A. Identification: 1. Project Name: Athletic Track and Field Improvements @ Woodbridge High School 2. Project No.: 1-34-32 3. Architect: Ruhnau Clarke Architects B. Use of This Form: 1. Because installers are allowed and directed to choose accessory materials suitable for the applicable installation, there is a possibility that such accessory materials might contain VOC content in excess of that permitted, especially where such materials have not been explicitly specified. 2. Contractor is required to obtain and submit this form from each installer of work on this project. 3. For each product category listed, circle the correct words in brackets: either [HAS] or [HAS NOT]. 4. If any of these accessory materials has been used, attach to this form product data and MSDS sheet for each such product. C. VOC content restrictions are specified in Section 01 61 16.
2.01 PRODUCT CERTIFICATION A. I certify that the installation work of my firm on this project: 1. [HAS] [HAS NOT] required the use of any ADHESIVES. 2. [HAS] [HAS NOT] required the use of any JOINT SEALANTS. 3. [HAS] [HAS NOT] required the use of any PAINTS OR COATINGS. 4. [HAS] [HAS NOT] required the use of any COMPOSITE WOOD or AGRIFIBER PRODUCTS. B. Product data and MSDS sheets are attached.
3.01 CERTIFIED BY: (INSTALLER/MANUFACTURER/SUPPLIER FIRM) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM Project No. 1-34-32 01 61 16.01 - 1
Athletic Track and Field Improvements @ Woodbridge High School ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM Project No. 1-34-32 01 61 16.01 - 2 SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Pre-installation meetings. C. Cutting and patching. D. Cleaning and protection. E. Starting of systems and equipment. F. Closeout procedures, except payment procedures. G. General requirements for maintenance service.
1.02 RELATED REQUIREMENTS A. Section 01 10 00 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 30 00 - Administrative Requirements: Submittals procedures. C. Section 01 40 00 - Quality Requirements: Testing and inspection procedures. D. Section 01 50 00 - Temporary Facilities and Controls: Temporary exterior enclosures. E. Section 01 78 00 - Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. F. Individual Product Specification Sections: 1. Advance notification to other sections of openings required in work of those sections. 2. Limitations on cutting structural members.
1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2009.
1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. C. Project Record Documents: Accurately record actual locations of capped and active utilities.
1.05 PROJECT CONDITIONS A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. D. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property.
Athletic Track and Field Improvements @ Woodbridge High School EXECUTION & CLOSEOUT REQ. Project No. 1-34-32 01 70 00 - 1
E. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations.
1.06 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new 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, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00.
PART 3 EXECUTION
3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.
3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance.
Athletic Track and Field Improvements @ Woodbridge High School EXECUTION & CLOSEOUT REQ. Project No. 1-34-32 01 70 00 - 2
B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect 14 calendar days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.04 GENERAL INSTALLATION REQUIREMENTS A. In addition to compliance with regulatory requirements, conduct construction operations in compliance with NFPA 241, including applicable recommendations in Appendix A. B. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. C. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. D. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. E. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. F. Make neat transitions between different surfaces, maintaining texture and appearance.
3.05 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work. C. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. D. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. F. Restore work with new products in accordance with requirements of Contract Documents. G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with CFC, to full thickness of the penetrated element. I. Patching:
Athletic Track and Field Improvements @ Woodbridge High School EXECUTION & CLOSEOUT REQ. Project No. 1-34-32 01 70 00 - 3
1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.
3.06 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.
3.07 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible.
3.08 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. D. Verify that wiring and support components for equipment are complete and tested. E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. F. Submit a written report that equipment or system has been properly installed and is functioning correctly.
3.09 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation.
3.10 FINAL CLEANING A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.
Athletic Track and Field Improvements @ Woodbridge High School EXECUTION & CLOSEOUT REQ. Project No. 1-34-32 01 70 00 - 4
E. Clean filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.
3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Notify Architect when work is considered ready for Substantial Completion. C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner-occupied areas. E. Notify Architect when work is considered finally complete. F. Complete items of work determined by Architect's final inspection.
3.12 MAINTENANCE A. Provide service and maintenance of components indicated in specification sections. B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one year from the Date of Substantial Completion or the length of the specified warranty, whichever is longer. C. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required. D. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the Owner. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School EXECUTION & CLOSEOUT REQ. Project No. 1-34-32 01 70 00 - 5
Athletic Track and Field Improvements @ Woodbridge High School EXECUTION & CLOSEOUT REQ. Project No. 1-34-32 01 70 00 - 6
SECTION 01 73 29 CUTTING AND PATCHING
PART 1 GENERAL
1.01 SECTION INCLUDES A. Requirements and limitations for cutting and patching of Work.
1.02 RELATED SECTIONS A. Section 01 10 00 - Summary of Work: Work by Owner or by separate contractors. B. Individual product Specification Sections: 1. Cutting and patching incidental to Work specified in the Section. 2. Coordination with Work specified in other Sections for openings required to accommodate Work specified in those other Sections.
1.03 SUBMITTALS A. Written Requests for Cutting and Alteration: 1. Submit written request in advance of cutting or alteration which affects: a. Structural integrity of any element of new or existing construction. b. Integrity of weather-exposed or moisture-resistant elements. c. Efficiency, maintenance, or safety of operational elements. d. Visual qualities of elements exposed to view in the completed construction. e. Work of Owner or separate contractor. f. Existing construction not otherwise indicated to be revised by Work under the Contract. 2. Include in requests for cutting and alteration: a. Identification of Project. b. Location and description of affected Work. Include shop drawings as necessary to identify locations and communicate descriptions. c. Explanation of necessity for cutting and patching. d. Description of proposed Work and products to be used. e. Alternatives to cutting and patching. f. Effect on work of Owner or separate contractor. g. Effect on existing construction of Owner and, if applicable, work for Project being provided by Owner under separate contract. 3. Include written evidence that those performing work under separate contract for Owner have been notified and acknowledge that cutting and patching work will be occurring. Include written permission for intended cutting and patching, included scheduled times. 4. Indicate date and time cutting and patching Work will be performed.
PART 2 PRODUCTS
2.01 MATERIALS A. Primary Products: As required for original installation and to match surrounding construction. B. Product Substitution: For each proposed change in materials, submit request for substitution under provisions of Section 01 60 00 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION A. After uncovering existing Work, inspect conditions affecting proper accomplishment of Work.
Athletic Track and Field Improvements @ Woodbridge High School CUTTING AND PATCHING Project No 1-34-32 01 73 29 - 1
B. Beginning of cutting or patching shall be interpreted to mean that existing conditions were found by Contractor to be acceptable.
3.02 PREPARATION A. Temporary Supports: Provide supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage. B. Weather Protection: Provide protection from elements for areas which may be exposed by uncovering Work. Maintain excavations free of water.
3.03 CUTTING AND PATCHING A. Cutting and Patching: Execute cutting, fitting, and patching, excavation and fill, to complete the Work. 1. Coordinate installation or application of products for integrated Work. 2. Uncover completed Work as necessary to install or apply products out of sequence. 3. Remove and replace defective or non-conforming Work. 4. Provide openings in the Work for penetration of mechanical and electrical Work.
3.04 PERFORMANCE A. Execute cutting and patching by methods to avoid damage to adjoining Work, and which will provide appropriate surfaces to receive final finishing. B. Execute cutting and patching of weather-exposed, moisture-resistant elements and surfaces exposed to view by methods to preserve weather, moisture and visual integrity. C. Cut rigid materials using diamond grit abrasive saw or similar cutter for smooth edges. Do not overcut corners. 1. Core drill holes through concrete and masonry. 2. Pneumatic tools will not be allowed without prior approval. D. Restoration: 1. Restore Work with new Products as specified in individual Sections. 2. Fit work neat and tight allowing for expansion and contraction. Butt new finishes to existing exposed structure, pipes, ducts, conduit, and other penetrations through surfaces. E. Penetrations at Fire-Rated Construction: At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with material in accordance with CFC, to full thickness of the penetrated element. F. Finishing: Refinish surfaces to match adjacent and similar finishes as used for the Project. 1. For continuous surfaces, refinish to nearest intersection or natural break. 2. For an assembly, refinish entire unit.
EXAMINATION, GENERAL: INSPECT EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School CUTTING AND PATCHING Project No 1-34-32 01 73 29 - 2
SECTION 01 74 23 FINAL CLEANING
PART 1 - GENERAL
1.1 SECTION INCLUDES A. Cleaning for Substantial Completion review and final acceptance of the Work.
1.2 RELATED SECTIONS A. Section 01 50 00 - Temporary Construction Facilities: Progress cleaning requirements. B. Additional Requirements: Cleaning for specific products or elements of Work are described in individual product Specification Sections in Divisions 2 through 33, as applicable.
1.3 CLEANING AND DISPOSAL REQUIREMENTS A. Cleaning Procedures: All cleaning processes, agents and materials shall be subject to Owner's review and approval. Processes and degree of cleanliness shall be as directed by Architect. B. Cleaning and Disposal Requirements, General: Conduct cleaning and disposal operations in compliance with all applicable codes, ordinances and regulations, including environmental protection laws, rules and practices.
1.4 RETAINAGE A. Clean-Up Retainage: Five (5) percent of each Contractor's bid will automatically be held in abeyance in their contract schedule of values for clean-up. If in the Construction Manager's opinion the Contractor is maintaining a clean project, a pro-rata share of this clean-up budget will be paid monthly to the Contractor in accordance with their approximate aggregate percentage of completion of the project. If a Contractor fails to heed written directives to clean-up during the course of the project, the work will be done at the Contractor's expense and a deductive change order will be written against their contract with the Owner. The establishment of this 5 percent budget in no way limits the cost for the Contractor to maintain a clean project.
PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents and Materials: Use only those cleaning agents and materials which will not create hazards to health or property and which will not damage or degrade surfaces. 1. Use only those cleaning agents, materials and methods recommended by manufacturer of the material to be cleaned. 2. Use cleaning materials only on surfaces recommended by cleaning agent manufacturer. 3. Before use, review cleaning agents and materials with Architect for suitability and compatibility. Use no cleaning agents and materials without approval of Architect.
Athletic Track and Field Improvements @ Woodbridge High School FINAL CLEANING Project No. 1-34-32 01 74 23-1
PART 3 - EXECUTION
3.1 SUBSTANTIAL COMPLETION REVIEW CLEANING, GENERAL A. Substantial Completion Review Cleaning, General: Execute a thorough cleaning prior to Substantial Completion review by Architect and Owner. Employ experienced workers or professional cleaners for cleaning operations for Substantial Completion review. 1. Clean each surface or unit to the condition expected in a normal, industrial building cleaning and maintenance program. 2. Substantial Review cleaning will not require sanitation of "clean" rooms. 3. Remove waste and surplus materials, rubbish and temporary construction facilities, utilities and controls.
3.2 FINAL COMPLETION INTERIOR CLEANING A. Final Completion Cleaning, General: Complete final cleaning before submitting final Application for Payment. 1. Employ professional building cleaners to thoroughly clean building immediately prior to Final Completion inspection by Owner and, if applicable, by authorities having jurisdiction. 2. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from all visible interior and exterior surfaces. 3. Remove dust from all horizontal surfaces not exposed to view, including light fixtures, ledges and plumbing fixtures. 4. Clean all horizontal surfaces to dust-free condition, including tops of door and window frames, tops of doors and interiors of cabinets and casework. B. Accessories and Fixtures Cleaning: Clean building accessories, including toilet partitions, fire extinguisher cabinets, lockers and toilet accessories, all plumbing fixtures and all lighting fixture lenses and trim. C. Glass and Mirror Cleaning: Clean and polish all glass and mirrors as specified in Section 08 80 00 - Glazing. D. Metalwork: Clean and buff all metalwork, to be free of soiling and fingerprints. Mirror finished metalwork shall be buffed to high luster. E. Fixture Cleaning: Clean plumbing fixtures and lighting fixture lenses. F. Floor Cleaning: 1. Exposed concrete floors: Thoroughly sweep and wet mop floors in enclosed spaces. At parking areas and ramps, sweep and hose off floor surface. 2. Ceramic or porcelain tile flooring: Thoroughly sweep and mop tile flooring. Comply with specific requirements in tile and installation materials manufacturers for cleaning materials. 3. Resilient flooring: Thoroughly sweep all resilient flooring. Damp wash and wax (as appropriate) all resilient flooring. Comply with specific requirements in applicable resilient flooring Sections, and notes of the Drawings. 4. Carpeting: Clean and vacuum all carpeting. Clean as necessary to restore to like-new condition. G. Ventilation System Cleaning: Replace filters and clean heating and ventilating equipment used for temporary heating, cooling and ventilation.
Athletic Track and Field Improvements @ Woodbridge High School FINAL CLEANING Project No. 1-34-32 01 74 23-2 H. Site Cleaning: Broom clean exterior paved surfaces. Rake clean other surfaces of the grounds. 1. Wash down and scrub where necessary all paving soiled as a result of construction activities. Thoroughly remove mortar droppings, paint splatters, stains and adhered soil. 2. Remove from the site all construction waste, unused materials, excess soil and other debris resulting from the Work.
3.3 INSPECTION A. Cleaning Inspection: Prior to Final Payment or acceptance by Owner for partial occupancy or beneficial use of the premises, Contractor and Architect shall jointly conduct an inspection of interior and exterior surfaces to verify that entire Work is acceptably clean. B. Inadequate Cleaning: Should final cleaning be inadequate, as determined by Architect, and Contractor fails to correct conditions, Owner may order thorough cleaning by workers under separate contract and deduct cost from Final Payment.
END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School FINAL CLEANING Project No. 1-34-32 01 74 23-3
Athletic Track and Field Improvements @ Woodbridge High School FINAL CLEANING Project No. 1-34-32 01 74 23-4 SECTION 01 77 00 CONTRACT CLOSEOUT
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Contract closeout procedures. B. Project record documents.
1.02 RELATED SECTIONS A. Section 01 30 00 - Administrative Requirements: General requirements for submittals. B. Section 01 50 00 - Temporary Facilities and Controls: Cleaning and debris removal during construction. C. General Conditions and Section 01 74 23 - Final Cleaning: Cleaning as part of Contract closeout.
1.03 FINAL COMPLETION ACTIONS A. Final Application for Payment: In the Application for Payment that coincides with the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed substantially complete. B. Warranties, Bonds and Certificates: Submit specific warranties, guarantees, workmanship bonds, maintenance agreements, final certifications and similar documents. C. Locks and Keys: Change temporary lock cylinders over to permanent keying and transmit keys to the Owner, unless otherwise directed or specified. D. Tests and Instructions: Complete start-up testing of systems, and instruction of the Owner's personnel. Remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements.
1.04 SUBSTANTIAL COMPLETION REVIEW A. Contractor's Notification for Substantial Completion Review: When the Contractor determines that the Work is complete in accordance with Contract Documents, the Contractor shall submit to the Owner and Architect written certification that the Contract Documents have been reviewed, the Work has been inspected by the Contractor and by authorities having jurisdiction, and the facility is ready for the Substantial Completion review. B. Preliminary Contract Closeout Review Meeting: As authorized by the Owner, Architect and Architect's and Owner's consultants, as appropriate, will attend a meeting at the Project site to review Contract closeout procedures and to review the list of items to be completed and corrected (punch list) to make the Work ready for acceptance by the Owner. This meeting shall be scheduled not earlier than 14 days prior to the date anticipated for the Substantial Completion review. C. Correction (Punch) List: Contractor shall prepare and distribute at the preliminary Contract closeout review meeting, a typewritten, comprehensive list of items to be completed and corrected (punch list) to make the Work ready for acceptance by the Owner. 1. The punch list shall include all items to be completed or corrected prior to the Contractor's application for final payment. 2. The punch list shall identify items by location (room number or name) and consecutive number. For example, 307-5 would identify item 5 in Room 307, Roof-4 would identify item 4 on Roof. 3. Contractor shall prepare separate lists according to categories used for Drawings. For example, provide lists for Architectural, Structural, Mechanical, Plumbing, Electrical, Civil, Landscape, Process Piping and Laboratory Furnishings. Provide a list also for the Fire Protection (sprinkler) system. 4. Architect, Architect's consultants and Owner's consultants, if in attendance, will conduct a brief walk-through of Project with the Contractor to review scope and adequacy of the punch list.
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT CLOSEOUT Project No. 1-34-32 01 77 00 - 1
5. Verbal comments will be made to the Contractor by the Architect and the Architect's and Owner's consultants, if in attendance, during the walk-through. These comments will indicate generally the additions and corrections to be made to the punch list. Such comments shall not be considered to be comprehensive; Contractor shall use the comments as guidance in preparing the punch list for the Substantial Completion review. D. Substantial Completion Meeting: On a date mutually agreed by the Owner, Architect, and Contractor, a meeting shall be conducted at the Project site to determine whether the Work is satisfactory and complete for filing a Notice of Completion (Substantial Completion). 1. Contractor shall provide three working days notice to Architect for requested date of Substantial Completion meeting. 2. The Architect and the Architect's and Owner's consultants, as authorized by the Owner, will attend the Substantial Completion meeting. 3. In addition to conducting a walk-through of the facility and reviewing the punch list, the purpose of the meeting shall include submission of warranties, guarantees and bonds to the Owner, submission of operation and maintenance data (manuals), provision of specified extra materials to the Owner, and submission of other Contract closeout documents and materials as required and if not already submitted. 4. The Architect and Architect's consultants, as appropriate, will conduct a walk-through of the facility with the Contractor and review the punch list. 5. Contractor shall correct the punch list and record additional items as may identified during the walk-through, including notations of corrective actions to be taken. 6. Contractor shall retype the punch list and distribute it within three working days to those attending the meeting. 7. If additional site visits by the Architect and the Architect's and Owner's consultants are required to review completion and correction of the Work, the costs of additional visits shall be reimbursed to the Owner by the Contractor by deducting such costs from the Final Payment. E. Uncorrected Work: Refer to requirements specified in Section 01 40 00 - Quality Control regarding Contract adjustments for non-conforming Work. F. Clearing and Cleaning: Prior to the Substantial Completion review, Contractor shall conduct a thorough cleaning and clearing of the Project area, including removal of construction facilities and temporary controls. Refer to Contract General Conditions, Section 01 74 23 - Final Cleaning. G. Inspection and Testing: Prior to the Substantial Completion review, complete inspection and testing required for the Work, including securing of approvals by authorities having jurisdiction. 1. Complete all inspections, tests, balancing, sterilization and cleaning of plumbing and HVAC systems. 2. Complete inspections and tests of electrical power and signal systems. 3. Complete inspections and tests of conveying (elevator or wheelchair lift) systems. H. Architect's Certification of Substantial Completion: When Architect determines that list of items to be completed and corrected (Punch List) is sufficiently complete for Owner to occupy Project for the use to which it is intended, Architect will complete and issue to the Owner and Contractor a Certificate of Substantial Completion using The American Institute of Architects Form G704 - CERTIFICATE OF SUBSTANTIAL COMPLETION or other form if directed by the Owner. I. Notice of Completion: Contractor, after receipt of Architect's certification, shall record and pay for Notice of Completion in compliance with the requirements of authorities having jurisdiction. Provide copies to Owner and Architect.
1.05 FINAL COMPLETION SUBMITTALS A. See Section 01 78 00
1.06 PROJECT RECORD DOCUMENTS A. See Section 01 78 00.
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT CLOSEOUT Project No. 1-34-32 01 77 00 - 2
1.07 FINAL PAYMENT A. Final Payment: After completion of all items listed for completion and correction, after submission of all documents and products and after final cleaning, submit final Application for Payment, identifying total adjusted Contract Sum, previous payments and sum remaining due. Payment will not be made until the following are accomplished: 1. All Project Record Documents have been transferred and accepted by Owner. 2. All extra materials and maintenance stock have been transferred and received by Owner. 3. All warranty documents and operation and maintenance data have been received and accepted by Owner. 4. All liens have been released or bonded by Contractor. 5. Contractor's surety has consented to Final Payment.
PART 2 - PRODUCTS - (NOT USED)
PART 3 - EXECUTION - (NOT USED) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT CLOSEOUT Project No. 1-34-32 01 77 00 - 3
Athletic Track and Field Improvements @ Woodbridge High School CONTRACT CLOSEOUT Project No. 1-34-32 01 77 00 - 4
SECTION 01 78 00 CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds.
1.02 RELATED REQUIREMENTS A. General Conditions: Performance bond and labor and material payment bonds, warranty, and correction of work. B. Section 01 30 00 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. C. Section 01 70 00 - Execution and Closeout Requirements: Contract closeout procedures. D. Individual Product Sections: Specific requirements for operation and maintenance data. E. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS A. Final Completion Submittals: Prior to application for final payment, Contractor shall submit the following: 1. Agency Document Submittals: Submit to Owner all documents required by authorities having jurisdiction, including serving utilities and other agencies. Submit original versions of all permit cards, with final sign-off by inspectors. Submit all certifications of inspections and tests. 2. Final Specifications Submittals: Submit to Owner all documents and products required by Specifications to be submitted, including the following: a. Project record drawings and specifications. b. Operating and maintenance data. c. Guarantees, warranties and bonds. d. Keys and keying schedule. e. Spare parts and extra stock. f. Test reports and certificates of compliance. 3. Certificates of Compliance and Test Report Submittals: Submit to Owner certificates and reports as specified and as required by authorities having jurisdiction, including the following: a. Sterilization of water systems. b. Sanitary sewer system tests. c. Gas system tests. d. Lighting, power and signal system tests. e. Ventilation equipment and air balance tests. f. Fire sprinkler system tests. g. Fire detection system, smoke alarms and dampers. h. Roofing inspections and tests. 4. Lien and Bonding Company Releases: Submit to Owner, with copy to Architect, evidence of satisfaction of encumbrances on Project by completion and submission of The American Institute of Architects Forms G706 - CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, G706A - CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS, and (if applicable) G707 - CONSENT OF SURETY. Comply also with other requirements of Owner, as directed. All signatures shall be notarized.
Athletic Track and Field Improvements @ Woodbridge High School CLOSEOUT SUBMITTALS Project No. 1-34-32 01 78 00 - 1
5. Subcontractor List: Submit to two copies to Owner and two copies to Architect of updated Subcontractor and Materials Supplier List. 6. Warranty Documents: Prepare and submit to Owner all warranties and bonds as specified in Contract General Conditions. B. Project Record Documents: Submit documents to Architect for review, prior to submitting claim for final payment. C. Operation and Maintenance Data: 1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Architect will review draft and return one copy with comments. 2. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance. 3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission. 4. Submit two sets of revised final documents in final form within 10 days after final inspection. D. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual construction and all revisions to the Work: 1. Contract Drawings. 2. Project Manual, with Specifications. a. Addenda. b. Change Orders and other modifications to the Contract. 3. Reviewed shop drawings, product data, and samples. 4. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress. E. Specifications: Legibly mark and record in PART 2 - PRODUCTS at each section description of actual products installed or used, 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. F. Record Drawings and Shop Drawings: Record information continuously as Work progresses. Do not conceal Work permanently until all required information is recorded. Legibly and to scale, mark a reproducible set of Contract Drawings to record actual construction, including: 1. Reproducible set of Contract Drawings will be provided to Contractor by Owner through Architect. 2. Measured depths of foundations and footings in relation to finish first floor datum.
Athletic Track and Field Improvements @ Woodbridge High School CLOSEOUT SUBMITTALS Project No. 1-34-32 01 78 00 - 2
3. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 4. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 5. Field changes of dimension and detail. 6. Details not on original Contract drawings. a. Application of copies of details produced and provided by Architect during construction will be accepted. G. Submission: Submit Record Documents to Architect prior to final Application for Payment. 1. Maintain one additional paper copy and one in PDF format (on CD) of the fire suppression and fire protection detection system drawings and specifications at the building premises. One copy is to be kept on site for a period of three years to comply with CFC section 901.6.2.
3.02 OPERATION AND MAINTENANCE DATA A. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. For Each Product, Applied Material, and Finish: 1. Product data, with catalog number, size, composition, and color and texture designations. 2. Information for re-ordering custom manufactured products. B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture protection and weather-exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional information as specified in individual product specification sections. E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data.
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed. C. Include color coded wiring diagrams as installed. D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.
Athletic Track and Field Improvements @ Woodbridge High School CLOSEOUT SUBMITTALS Project No. 1-34-32 01 78 00 - 3
E. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. F. Provide servicing and lubrication schedule, and list of lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. J. Provide control diagrams by controls manufacturer as installed. K. Provide Contractor's coordination drawings, with color coded piping diagrams as installed. L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. N. Include test and balancing reports. O. Additional Requirements: As specified in individual product specification sections.
3.05 OPERATION AND MAINTENANCE MANUALS A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. B. Prepare data in the form of an instructional manual. C. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents. E. Provide tabbed dividers for each separate product and system, with typed description of product and major component parts of equipment. F. Text: Manufacturer's printed data, or typewritten data on 24 pound paper. G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. H. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual. I. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. 2. Part 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. Part 3: Project documents and certificates, including the following: a. Shop drawings and product data.
Athletic Track and Field Improvements @ Woodbridge High School CLOSEOUT SUBMITTALS Project No. 1-34-32 01 78 00 - 4
b. Air and water balance reports. c. Certificates. d. Photocopies of warranties and bonds. J. Provide a listing in Table of Contents for design data, with tabbed dividers and space for insertion of data. K. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect, Consultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume.
3.06 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Manual: Bind in commercial quality 8-1/2 by 11 inch three D side ring binders with durable plastic covers. F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal. G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item. H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School CLOSEOUT SUBMITTALS Project No. 1-34-32 01 78 00 - 5
Athletic Track and Field Improvements @ Woodbridge High School CLOSEOUT SUBMITTALS Project No. 1-34-32 01 78 00 - 6
SECTION 01 78 23 OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL 1.1 SECTION INCLUDES A. Format and content of operation and maintenance manuals. 1. Data requirements for materials and finishes. 2. Data requirements for equipment and operating systems. B. Instruction of Owner's personnel. C. Submission of operation and maintenance manuals. 1.2 RELATED SECTIONS A. Section 01 40 00 - Quality Requirements: Manufacturer's instructions; test and balance reports. B. Section 01 77 00 - Contract Closeout: Contract closeout procedures, project record documents and warranties and bonds. C. Individual Product Specifications Sections: Specific requirements for operation and maintenance data. 1.3 QUALITY ASSURANCE A. Preparation of data shall be done by persons: 1. Trained and experienced in maintenance and operation of the described products. 2. Familiar with requirements of this Section. 3. Skilled in technical writing to the extent required to communicate essential data. 4. Skilled as drafters competent to prepare required drawings. 1.4 FORMAT AND CONTENT OF OPERATION AND MAINTENANCE MANUALS A. Format for Operation and Maintenance Data Manuals: Prepare data in the form of an instructional manual. Comply with the general requirements specified below and comply with specific requirements for types of products in Articles following. See Article titled "SUBMISSION OF OPERATION AND MAINTENANCE MANUALS" for number of copies of manuals. B. Binders: 8-1/2 x 11 inch, standard three-ring binders with heavy duty vinyl covers with hard cardboard backing, black color, with provision on binder spine for inserting identification card; Maximum binder ring size shall be 3-inches. Use multiple binders as necessary to avoid overfilling. When multiple binders are used, correlate data into related consistent groupings. C. Cover: Identify each binder with typed or printed card inserted on binder spine, stating OPERATION AND MAINTENANCE DATA, the Project name and the general subject matter of the contents of the binder. D. Operation and Maintenance Data Organization: Organize operation and maintenance data in 3-ring binders and organize the contents of each binder following the organization of the Contract Specifications.
Athletic Track and Field Improvements @ Woodbridge High School OPER. & MAINTENANCE DATA Project No. 1-34-32 01 78 23-1 1. Organize the group of binders and the contents of individual binders in sequence according to the Section numbers and titles as listed in the Table of Contents of the Project Manual. Number the binders consecutively; coordinate with Paragraph below titled "Tables of Contents." 2. Organize each binder with color-coded tabbed dividers for each distinct product and system, with typed inserts in tabs identifying the product or system. 3. Organize the contents of each tabbed division according to the Article headings in PART 2 - PRODUCTS in each product Specification Section. a. Within each tabbed division, organize the information according to major component parts of equipment and systems, as applicable, and to facilitate locating information. b. Separate operation and maintenance data for each product under separate tabbed divisions, where feasible. c. Within each tabbed division, include a cover sheet identifying the specific products and component parts included in the tabbed division. 4. If the products of more than one Specification Section are included in the binder, provide separate, heavy cover stock dividers to separate information for each Section. E. Title Page: In each volume (binder) of operation and maintenance data, include a title page with the following: 1. Name of the Project. 2. Names, addresses and telephone numbers of the responsible design professionals (Architect and Architect's or Owner's consultant, as applicable). 3. Name, address and telephone numbers of Contractor, including names of contact persons. F. Table of Contents: In each volume (binder) of operation and maintenance data, include a listing of the contents of the volume. In a separate, first binder, provide a master Table of Contents of operation and maintenance data, identifying the product and systems, the applicable Specification Section number and title, and the operation and maintenance data binder number. G. Schedule of Products and Systems: In the first volume of the set of operation and maintenance data, include a schedule of products and systems, indexed to the Table of Contents of the volumes (binders) and cross-referenced to the Contract Drawings and Specifications. H. Operation and Maintenance Data: Include manufacturer's pre-printed data where feasible or provide typewritten data on 20 pound, correspondence quality bond paper. I. Drawings: When included, neatly fold drawings to size of text pages and provide reinforced, punched binding edge. Add binding strip as necessary to avoid punching through drawing content. J. Operation and Maintenance Data: In each tabbed division of operation and maintenance data for each product or system, provide the following: 1. On a cover page for each tabbed division, provide the following: a. Identify by name, address and telephone number, the manufacturer, supplier and installer. Include names of contact persons, if known. b. Identify by name, address and telephone number, local sources of supplies, replacement parts and factory-authorized service.
Athletic Track and Field Improvements @ Woodbridge High School OPER. & MAINTENANCE DATA Project No. 1-34-32 01 78 23-2 2. Within each tabbed division, include complete operation and maintenance data as published by the product manufacturer. All data shall be neatly typewritten. Strike-through information on printed literature not applicable. 3. Supplement the manufacturer's printed data with neatly typewritten text and professionally drafted diagrams as necessary to suit the particular installation for the Project and to fully explain operation and maintenance procedures. Provide logical sequence of instructions for each procedure. K. Drawings: Supplement operation and maintenance data to illustrate configurations and relationships of component parts of equipment and systems, and to show control and flow diagrams, as applicable. Do not use Project Record Documents as maintenance drawings. L. Additional Data: As specified in individual product Specification Sections. 1.5 DATA REQUIREMENTS FOR MATERIALS AND FINISHES A. Data for Building Products, Applied Materials and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re-ordering custom manufactured Products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Data for Moisture Protection and Weather-Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional Requirements: As specified in individual product Specification Sections. 1.6 DATA REQUIREMENTS FOR EQUIPMENT AND OPERATING SYSTEMS A. Data for Equipment and Operating Systems: Include description of each unit or system, and component parts. 1. Include manufacturer's printed operation and maintenance instructions. 2. Identify function, normal operating characteristics and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Include sequence of operation by controls manufacturer, as applicable. 5. Provide diagrams by controls manufacturer for control systems, as applicable and as installed. B. Piping Data: Provide Contractor's coordination drawings, with piping diagrams as installed. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Color code diagrams as necessary for clarity. C. Reports: Include test and balancing reports, as applicable and as specified in individual product Specification Sections. D. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communications. E. Wiring Diagrams: Include diagrams of wiring as installed, with color coding as necessary for clarity. F. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions. G. Maintenance Requirements: Include routine procedures and guide for trouble-shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.
Athletic Track and Field Improvements @ Woodbridge High School OPER. & MAINTENANCE DATA Project No. 1-34-32 01 78 23-3 H. Servicing and Lubrication: Provide servicing and lubrication schedule, and list of lubricants required. I. Parts Data: Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams as necessary for service and maintenance. Include complete nomenclature and catalog numbers for consumable and replacement parts. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in stock by the Owner or operator. J. Additional Requirements: As specified in individual product Specification Sections. 1.7 INSTRUCTION OF OWNER'S PERSONNEL A. Instruction of Owner's Personnel: Prior to Substantial Completion review, complete instruction of Owner's designated personnel in the operation, adjustment and routine cleaning, service and maintenance of products, equipment, and systems. Schedule indoctrination and training sessions at times acceptable to Owner. B. Basis for Instruction: Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. C. Instructional Material: Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1.8 SUBMISSION OF OPERATION AND MAINTENANCE MANUALS A. Preliminary Draft Submittal: Submit two (2) copies of preliminary draft or proposed formats and outlines of contents before start of Work. Show general arrangement, nature of contents in each portion, probable number of drawings and their size, and proposed method of binding and covering. Architect will review draft and return one copy with comments. Secure the Architect's review comments prior to proceeding. B. Preliminary Submittal: Submit two (2) copies of completed preliminary volumes in final form 15 days prior to indoctrination of operation and maintenance personnel and prior to Substantial Completion review. See Section 01 77 00 - Contract Closeout. One copy will be returned after Substantial Completion review with Architect's comments. C. Advance Submittals: For equipment and systems, or component parts of systems, put into service during construction and operated by Owner, submit documents within ten days of start of operation by Owner. D. Revisions: After completion of indoctrination of Owner's personnel, review all proposed revisions of the operation and maintenance manuals with the Architect. Revise content of documents in accordance with Architect's review comments and to include additional information as necessary from experience of instruction of Owner's personnel. E. Final Submittal: Submit three (3) copies of revised volumes in final form prior to submission of final Application for Payment. PART 2 - PRODUCTS - (Not Applicable to this Section.) PART 3 - EXECUTION - (Not Applicable to this Section.) END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School OPER. & MAINTENANCE DATA Project No. 1-34-32 01 78 23-4 SECTION 01 79 00 DEMONSTRATION AND TRAINING
PART 1 GENERAL
1.01 SUMMARY A. Demonstration of products and systems to be commissioned and where indicated in specific specification sections.
1.02 RELATED REQUIREMENTS A. Section 01 78 00 - Closeout Submittals: Operation and maintenance manuals. B. Other Specification Sections: Additional requirements for demonstration and training.
1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures; except: 1. Make all submittals specified in this section, and elsewhere where indicated for commissioning purposes, directly to the Commissioning Authority. 2. Submit one copy to the Commissioning Authority, not to be returned. 3. Make commissioning submittals on time schedule specified by Commissioning Authority. 4. Submittals indicated as "Draft" are intended for the use of the Commissioning Authority in preparation of overall Training Plan; submit in editable electronic format, Microsoft Word 2003 preferred. B. Draft Training Plans: Owner will designate personnel to be trained; tailor training to needs and skill- level of attendees. 1. Submit to Commissioning Authority for review and inclusion in overall training plan. 2. Submit not less than four weeks prior to start of training. 3. Revise and resubmit until acceptable. 4. Provide an overall schedule showing all training sessions. 5. Include at least the following for each training session: a. Identification, date, time, and duration. b. Description of products and/or systems to be covered. c. Name of firm and person conducting training; include qualifications. d. Intended audience, such as job description. e. Objectives of training and suggested methods of ensuring adequate training. f. Methods to be used, such as classroom lecture, live demonstrations, hands-on, etc. g. Media to be used, such a slides, hand-outs, etc. h. Training equipment required, such as projector, projection screen, etc., to be provided by Contractor. C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees per training session. 1. Include applicable portion of O&M manuals. 2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not included in O&M manuals. 3. Provide one extra copy of each training manual to be included with operation and maintenance data.
1.04 QUALITY ASSURANCE A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the relevant products and systems. 1. Provide as instructors the most qualified trainer of those contractors and/or installers who actually supplied and installed the systems and equipment.
Athletic Track and Field Improvements @ Woodbridge High School DEMONSTRATION & TRAINING Project No. 1-34-32 01 79 00 - 1
2. Where a single person is not familiar with all aspects, provide specialists with necessary qualifications.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION - GENERAL A. Demonstrations conducted during system start-up do not qualify as demonstrations for the purposes of this section, unless approved in advance by Owner. B. Demonstrations conducted during Functional Testing need not be repeated unless Owner personnel training is specified. C. Demonstration may be combined with Owner personnel training if applicable. D. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up, shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance procedures, including scheduled and preventive maintenance. 1. Perform demonstrations not less than two weeks prior to Substantial Completion. 2. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. E. Non-Operating Products: Demonstrate cleaning, scheduled and preventive maintenance, and repair procedures. 1. Perform demonstrations not less than two weeks prior to Substantial Completion.
3.02 TRAINING - GENERAL A. Commissioning Authority will prepare the Training Plan based on draft plans submitted. B. Conduct training on-site unless otherwise indicated. C. Owner will provide classroom and seating at no cost to Contractor. D. Do not start training until Functional Testing is complete, unless otherwise specified or approved by the Commissioning Authority. E. Provide training in minimum two hour segments. F. The Commissioning Authority is responsible for determining that the training was satisfactorily completed and will provide approval forms. G. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule training sessions as required by Owner; once schedule has been approved by Owner failure to conduct sessions according to schedule will be cause for Owner to charge Contractor for personnel "show-up" time. H. Review of Facility Policy on Operation and Maintenance Data: During training discuss: 1. The location of the O&M manuals and procedures for use and preservation; backup copies. 2. Typical contents and organization of all manuals, including explanatory information, system narratives, and product specific information. 3. Typical uses of the O&M manuals. I. Product- and System-Specific Training: 1. Review the applicable O&M manuals. 2. For systems, provide an overview of system operation, design parameters and constraints, and operational strategies. 3. Review instructions for proper operation in all modes, including start-up, shut-down, seasonal changeover and emergency procedures, and for maintenance, including preventative maintenance. 4. Provide hands-on training on all operational modes possible and preventive maintenance. 5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues and emergency procedures.
Athletic Track and Field Improvements @ Woodbridge High School DEMONSTRATION & TRAINING Project No. 1-34-32 01 79 00 - 2
6. Discuss common troubleshooting problems and solutions. 7. Discuss any peculiarities of equipment installation or operation. 8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage. 9. Review recommended tools and spare parts inventory suggestions of manufacturers. 10. Review spare parts and tools required to be furnished by Contractor. 11. Review spare parts suppliers and sources and procurement procedures. J. Be prepared to answer questions raised by training attendees; if unable to answer during training session, provide written response within three days. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School DEMONSTRATION & TRAINING Project No. 1-34-32 01 79 00 - 3
Athletic Track and Field Improvements @ Woodbridge High School DEMONSTRATION & TRAINING Project No. 1-34-32 01 79 00 - 4
SECTION 02 41 19 SELECTIVE SITE DEMOLITION
PART 1 - GENERAL
1.01 SECTION INCLUDES A. Demolition and removal of existing site improvements within Project area, as indicated on Drawings and as necessary to accomplish the Work, including: 1. Asphaltic concrete and portland cement concrete paving. 2. Abandoned underground utility lines outside of utility easement. 3. Pavement cutting and removal. 4. Debris removal. B. Handling and disposal of removed materials. C. Dewatering of excavations as necessary to control surface and sub-surface water.
1.02 RELATED SECTIONS A. Summary of Work: Requirements for scheduling and sequencing of Work. B. Construction Facilities: Barriers and barricades for protection of persons and property; temporary partitions to allow continued operation of adjoining facilities; run-off control. C. Division 2, 22, & 33 - Plumbing: Demolition of plumbing components. D. Division 2 & 23 - Mechanical: Demolition of mechanical components. E. Division 2, 26, 27, & 28 - Electrical: Demolition of electrical components.
1.03 SUBMITTALS A. Demolition and Removal Procedures and Schedule: Submit for Project record only. B. Project Record Drawings: Submit in accordance with provisions specified in Section 01 7700 - Contract Closeout. Indicate verified locations of underground utilities and storm drainage system on project record drawings.
1.04 QUALITY ASSURANCE A. Regulatory Requirements: Comply with California Building Code (CBC) including requirements of CCR Title 24, Volume 2, Part 2, Chapter 18A, 33 and 34 requirements with California Fire Code Chapter 14 for demolition activities and all applicable laws, ordinances and regulations of local, State and Federal authorities having jurisdiction, regarding environmental protection and waste management. 1. Obtain required demolition and disposal permits from authorities having jurisdiction. 2. Notify serving utility companies and agencies before starting demolition Work on utilities. Comply cutting and capping sequences and procedures of serving utility. 3. Do not close or obstruct roadways sidewalks hydrants without permits. Maintain fire lanes and exitways clear at all times. Arrange for haul routes with local Public Works Department. 4. Conform to applicable regulatory procedures when discovering hazardous or contaminated materials. B. Pre-Construction Conference: 1. Convene a conference at the Project site 3 days prior to starting demolition to review the Drawings and Specifications, requirements of authorities having jurisdiction, instructions and requirements of serving utilities, sequencing and interface considerations and project conditions. 2. Conference shall be attended by Owner and Architect, supervisory and quality control personnel of Contractor and all subcontractors performing this and directly-related Work. 3. Submit minutes of meeting to Owner, Project Inspector and Architect, for Project record purposes.
Athletic Track and Field Improvements @ Woodbridge High School SELECTIVE SITE DEMOLITION Project No. 1-34-32 02 41 19 - 1
1.05 PROJECT CONDITIONS A. Field Measurements and Conditions: In addition to provisions of the Conditions of the Contract, verify dimensions and field conditions prior to construction. Verify condition of substrate and adjoining Work before proceeding with demolition Work. If conflict is found notify Construction Manager, Project Inspector and Architect. B. Sequencing and Scheduling: Refer to sequence requirements specified in Section Summary of Work; and construction progress schedule requirements specified in Section Construction Schedule. C. Existing Conditions: Conduct demolition to minimize interference with continuing operation of adjoining facilities and to surrounding landscaped areas. D. Demolition: 1. Use techniques acceptable to authorities having jurisdiction and which will achieve intended results and provide protection of surrounding features to remain. 2. Some items may have been demolished prior to Work of this Contract. Verify existing conditions prior to start of demolition. If items are or have been demolished, contact the Owner. 3. Some items may require postponement of demolition until late in Contract Time period. 4. Phase demolition as necessary to provide adequate interfacing of related Work. E. Protection: Protect existing construction and adjacent areas with temporary barriers and security devices in accordance with requirements specified in Section Construction Facilities. 1. Review location and type of construction of temporary barriers with Owner and/or the Construction Manager. 2. Barriers shall control dust, debris and provide protection for persons occupying and using adjacent facilities. 3. Maintain protected egress and access at all times, in accordance with requirements of authorities having jurisdiction and with permission of Building Services Department having jurisdiction.
PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION.)
PART 3 - EXECUTION
3.01 PREPARATION A. Preparation for Demolition: Erect and maintain temporary barriers to prevent spread of debris, to provide for continued use of adjacent properties. 1. Protect existing construction which is not indicated to be altered. 2. Refer to Division 1 Section - Construction Facilities.
3.02 DEMOLITION, GENERAL A. Selective Demolition of Site and Building Elements: 1. Use techniques acceptable to authorities having jurisdiction and which will achieve intended results and provide protection of surrounding features to remain. 2. Some items may have been demolished prior to Work of this Contract. Verify existing conditions prior to start of demolition. If items are or have been demolished contact the Architect and Construction Manager. 3. Some items may require postponement of demolition until late in Contract Time period. 4. Phase demolition as necessary to provide adequate interfacing of related Work. 5. Demolish in an orderly and careful manner. Protect existing foundations, retaining walls, utility structures, other structures and finish materials to remain. B. Utilities Demolition: 1. Disconnect, remove, and cap designated utility services within demolition areas. 2. Mark location of disconnected utilities. Identify and indicate capping locations on project record drawings.
Athletic Track and Field Improvements @ Woodbridge High School SELECTIVE SITE DEMOLITION Project No. 1-34-32 02 41 19 - 2
3. Coordinate cutting and capping sequences and procedures with serving utility and those affected by such activities. Remove utilities in a manner to minimize disturbance of portions to remain. C. Cutting and Patching: Refer to requirements specified in Section 01 73 29 - Cutting and Patching.
3.03 SALVAGED MATERIALS A. Ownership: Unless otherwise indicated, all materials demolished and removed shall become property of Contractor. B. Disposal of Materials: Contractor shall haul and dispose of all demolished and removed materials to offsite disposal sites in any legal manner. 1. Except where noted otherwise, immediately remove demolished materials from site. 2. Promptly remove from the site and properly dispose of all contaminated, vermin infested, or dangerous materials encountered. 3. Do not burn or bury materials on site.
3.04 PORTLAND CEMENT CONCRETE AND ASPHALTIC CONCRETE PAVING DEMOLITION A. Cutting: Make a saw cut at edges of existing paving to be removed, where portions of existing paving are indicated to remain. B. Cutting Method: Cut with abrasive type, water-cooled saw to a minimum depth of 1-1/2 inches. Cut lines straight and square to face of paving. C. Aggregate Base: Existing aggregate base may be retained except where landscaping and overexcavation are indicated. D. Concrete Removal: Break concrete and remove debris. Preserve straight cut. E. Disposal: Remove debris from the site except where allowed or directed for fill for subsequent earthwork or for landscape walls.
3.05 WELL ABANDONMENT A. Existing wells shall be abandoned in accordance with California Well Standards - Bulletin 74-81 & Supplement Bulletin 74-90. B. Contractor shall have a C-57 California Contractors License and be registered with the County Environmental Health Department. C. Contractor shall obtain a Well Permit Application from the County Department of Environmental Health submitted in triplicate and signed by the Contractor and Owner. D. Well appurtenances shall be demolished, removed and disposed of offsite at no expense to the Owner.
3.06 UTILITY LINES, POSTS AND STRUCTURES A. Work by Utility: Posts, conductors, guy wires, boxes, structures and equipment shown to be cleared or removed by the responsible utility company or agency shall be considered work under a separate contract. B. Coordination: The Contractor shall arrange, schedule and coordinate work by utility companies and agencies. C. Payment: Costs, if any, imposed by utility companies and agencies shall be included in the Contract Sum.
3.07 DEWATERING A. Dewatering: Dewater site in localized areas as Work progresses. 1. Provide an adequate system to lower and control groundwater in order to permit excavation, construction of structures, and placement of fill materials under dry conditions. 2. Install sufficient dewatering equipment to pre-drain waterbearing strata above and below bottom of structure foundations, drains, sewers, and other excavations. 3. Maintain excavations free of standing water.
Athletic Track and Field Improvements @ Woodbridge High School SELECTIVE SITE DEMOLITION Project No. 1-34-32 02 41 19 - 3
4. Provide dewatering 24 hours per day in advance of placement of concrete. 5. Allow no concrete to be placed in standing water. 6. Ensure that trenching and excavations do not cave in due to water. B. Surface Run-off Water Control: 1. Minimize flow of ground water from adjacent areas into Work areas. 2. Do not restrict flow from adjacent properties such that natural flow is hindered. C. Water Disposal: 1. Dispose of run-off by legal means and as acceptable to authorities having jurisdiction. 2. Dispose of water removed from excavations in a manner to avoid endangering public health, property, and portions of Work under construction or completed. 3. Dispose of water in a manner to avoid inconvenience to others engaged in work about site. 4. Provide sumps, sedimentation tanks, and other flow control devices as required by authorities having jurisdiction.
3.08 DUST CONTROL A. Refer to requirements of Division 1 Section - Construction Facilities. END OF SECTION
Athletic Track and Field Improvements @ Woodbridge High School SELECTIVE SITE DEMOLITION Project No. 1-34-32 02 41 19 - 4
SECTION 12 93 00
SITE FURNISHINGS
PART 1 GENERAL
1.01 SUMMARY
Furnish all labor, materials, miscellaneous hardware, foundations, miscellaneous appurtenances, facilities, transportation and services required for installation of all site furnishings and related work as shown on the Drawings and/or specified herein.
A. Scope of work: The general extent of work contained in this section is shown on the drawings and can include, but may not be limited to, installation of the following: 1. Football goals Post 2. Long Jump/Triple Jump Sand Catchers 3. Sand Pit Covers 4. Take-off Boards 5. Pole Vault Box 6. Lacrosse Netting
B. Related sections can include, but may not be limited to: 1. Section 01 33 00 - Submittals 2. Section 32 12 16 - Asphaltic Concrete Pavement 3. Section 32 13 13 - Portland Cement Concrete 4. Section 32 18 00 - Miscellaneous Paving and Surfacing
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. State of California Department of Transportation Standard Specifications, current edition.
1.03 SUBMITTALS
A. Conform to Section 01 33 00 Submittals and applicable Division One and Division Two specifications, General Conditions and/or Special Provisions.
B. Product Data: Submit catalog cut sheets of all materials and equipment proposed to be furnished and/or installed under this portion of the work. Include the manufacturer and distributor name, sub- contractor as applicable. Insure that the cut sheets clearly describe the specific product by catalog number and that additional non-specified products that may appear on the same cut sheet are crossed out where applicable.
C. Samples: Submit samples of colors and finishes for all applicable products and furnishings for selection by District’s Representative.
D. Shop Drawings: Submit complete shop drawings for all materials or furnishings requiring field or shop fabrication.
1.04 QUALITY ASSURANCE
A. Review: All equipment shall be reviewed for conformance with the intent of the Contract Documents and accepted by the contractor prior to installation. All site furnishings shall be in a new, “first-class” condition, per the discretion of the District’s Representative, prior to Final Acceptance.
1.05 DELIVERY, STORAGE AND HANDLING
A. The contractor is responsible for coordination of the delivery, acceptance, handling and storage of all site furnishings.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 12 93 00 - 1
B. Store and handle site furnishings as acceptable to the District’s Representative and so that work or access of others is not impeded.
C. The contractor shall protect all site furnishings from theft or damage at all times until such items have been accepted by the District.
PART 2 PRODUCTS
2.01 SITE FURNISHINGS
Description Manufacturer Model # Finish/Color Distributor/Contact A. Football Goal Post Access Kit SportsField GP4570 Turf (888) 975-3343 Specialties B. Football Goal Post Mount SportsField GP 820HSPL White (888) 975-3343 Specialties C. Football Goal Post Pads SportsField GP 4590 TBD by District (888) 975-3343 Specialties D. Sand Pits with Sand Catchers SportsField SPSCHS NA (888) 975-3343 Specialties E. Sand Pits Covers SportsField SPCVRHS NA (888) 975-3343 Specialties F. Take-Off Boards SportsField LTJTOB8 8” Board (888) 975-3343 Specialties G. Pole Vault Box / Pole Vault SportsField PVBSS / Stainless Steel (888) 975-3343 Box Lid Specialties PVBCPSS H. Lacrosse Netting – 12 ft tall SportsField BSS412 Black (888) 975-3343 with #36 square netting Specialties
PART 3 EXECUTION
3.01 SEQUENCING AND SCHEDULING
A. Coordinate construction timing of installation of site furnishings in conformance with all other pertinent work.
B. Concrete footings shall conform to requirements of Section 32 13 13 Portland Cement Concrete unless noted otherwise.
3.02 INSTALLATION
A. Concrete Footings: Install as shown in Drawings unless noted otherwise.
B. Equipment: Conform to layout shown on Drawings. Erect in strict conformance with Details, accepted Shop Drawings, and manufacturer's instructions.
C. All bolts shall be cut back to within three threads of the nut. Relevant to benches, bleachers, and other materials with exposed bolts.
D. All temporary bleachers shall be installed on a concrete pad and bolted to concrete pad. Pad shall be per plans. Three of the bleacher skids shall be bolted with a 3” concrete bolt with four bolts per skid.
3.03 FIELD QUALITY CONTROL
A. All site furnishings shall be inspected and accepted upon delivery by the Contractor. Final acceptance of site furnishings and locations of site furnishings shall be per the discretion of the District’s Representative.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 12 93 00 - 2
SECTION 31 20 00
EARTHWORK
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation and services to complete all earthwork and related work shown on the Drawings and/or specified herein.
B. Scope of work: The general extent of the earthwork is shown on the Drawings and can include, but is not necessarily limited to the following: 1. Topsoil stripping, stockpiling, and replacement into planting areas 2. Rough grading 3. Filling and backfilling to attain required grades 4. Excavating for paving, footings and foundations 5. Adherence to requirements, recommendations and/or Best Management Practices (BMPs) for storm water management as may be outlined in the Project Storm Water Pollution Prevention Plan (SWPPP), or as required by governing agencies
C. Related sections can include, but may not be limited to: 1. Section 01 33 00 - Submittals 2. Section 01 71 23 - Field Engineering 3. Section 01 78 39 - Project Record Drawings 4. Section 02 41 00 - Site Clearing and Demolition 5. Section 32 11 00 - Base Courses
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. 2016 California Building Code (CBC)
B. American Society for Testing and Materials (ASTM): 1. D 1557-07 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort
C. California Occupational Safety and Health Standards (OSHA): 1. Article 6 - Excavations and Shoring.
D. State of California Department of Transportation Standard Specifications, Current Edition
E. Soils Investigation for Asphalt Concrete and Portland Cement Concrete Pavement Design, John R. Byerly Incorporated, January, 2019.
1.03 SUBMITTALS
A. Conform to requirements of Section 01 33 00 Submittals and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions.
B. Project Record Drawings: 1. Conform to Section 01 78 39 and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions. 2. Accurately record locations of utilities remaining, re-routed utilities, new utilities, and newly discovered utilities by horizontal dimensions, elevations, inverts, and slope gradients.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 20 00 - 1
1.04 QUALITY ASSURANCE
A. Geotechnical Investigation: 1. A geotechnical investigation report has been prepared for use on this project. The recommendations contained therein have been incorporated into the Contract Documents. Report is Soils Investigation for Asphalt Concrete and Portland Cement Concrete Pavement Design, John R. Byerly Incorporated, January, 2019. 2. The District may designate and pay for the services of a Geotechnical Engineer to make recommendations based on the soil conditions encountered the results of field and laboratory tests, and observations of the activities performed under this Section. 3. Compaction densities specified for structural fills under footings, slabs, or pavements shall be determined in accordance the geotechnical engineer’s written recommendations.
B. Certification: 1. The contractor shall certify source and type of backfill and topsoil proposed to be incorporated into the work, at the request of the District’s Representative. 2. The contractor shall certify elevations of excavations, footings, subgrades and finish grades with the use of a Licensed Surveyor, at contractor's expense, at the request of the District’s Representative.
C. Control of Work: Conform to Section 5 of the Standard Specifications.
D. Control of Materials: Conform to Section 6 of the Standard Specifications.
1.05 PROTECTION
A. Protect all existing structures, fences, roads, sidewalks, paving, curbs, and other items as necessary from earthwork activity.
B. Protect above or below grade utilities which are to remain.
C. Repair damage to any existing site features which are to remain. Repair and restoration shall be equal to quality and appearance of prior condition and to the satisfaction of the District’s representative.
1.06 PROJECT / SITE CONDITIONS
A. Underground Utilities: Unknown buried utility lines may exist. If encountered, notify District’s representative immediately for direction and re-direct work to avoid delay. 1. Cooperate and coordinate with District’s representative and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility District. 2. Do not interrupt existing utilities serving occupied facilities without proper notification to, and written direction from, District’s representative.
B. Wet Conditions: No grading operations shall be conducted when excessively wet conditions exist as determined by the District’s representative.
C. Contractor shall provide de-watering equipment as required to continue scheduled operations and provide optimum working conditions at no additional cost to District.
D. Dry Conditions: Contractor shall apply sufficient water to materials during construction to properly compact materials and control dust. Contractor shall provide dust control in conformance with Section 10 of Standard Specifications and shall provide water to subgrades as necessary to
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 20 00 - 2
achieve compaction goals.
1.07 GRADE STAKES AND LINES
A. All grading and subgrading shall be controlled by contractor-installed intermediate grade stakes and lines necessary to obtain the finished grade elevations shown or implied in the Drawings. Subgrade and finish grade surfaces shall conform to the control planes established by these grade stakes and lines.
B. Protect and maintain all existing bench marks, monuments and other reference points. If disturbed or destroyed, they shall be replaced at the Contractor's expense.
C. Contractor shall set temporary bench marks as necessary to properly complete construction operations.
1.08 SURVEYING
A. Contractor shall be responsible for hiring a licensed professional surveyor to perform all surveying, layout and staking. Contractor shall be responsible for informing District’s representative (minimum two (2) working days notice) when staking and layout is scheduled so that a review of completed chalk lines and staking can take place.
1.09 TOLERANCES
A. Refer to related specification sections for grading tolerances of specified improvements.
PART 2 PRODUCTS
2.01 MATERIALS
A. Imported Material: Import material should be inorganic, non-expansive soil free from rock or lumps greater than 8 inches in maximum dimension and should exhibit a very low expansion potential (expansion index less than 21), negligible sulfate content (less than 1,000 ppm soluble sulfate by dry weight of soil), and low corrosion potential.
B. Subsoil: Excavated material below top 6 inches of existing grade, graded free of clay clods larger than 6 inches, rocks larger than 3 inches, and debris.
PART 3 EXECUTION
3.01 PREPARATION
A. Identify all required lines, levels, contours, datum, control points and property lines required to properly establish limits of work.
B. Verify elevations of critical existing grades as noted on Drawings and as directed by District’s representative. Notify District’s representative of discrepancies prior to start of work and re-direct work to avoid delay.
C. Identify all known below grade utilities. Stake and flag locations.
D. Identify and flag surface grades and utilities.
E. Contact Underground Service Alert (USA) (800-642-2444) and local utility companies to verify locations of existing utilities a minimum of two (2) working days prior to excavation.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 20 00 - 3
3.02 PROTECTION
A. Maintain and protect existing utilities remaining which pass through work area.
B. Perform excavation work near utilities by hand. Provide necessary protection as the work progresses.
C. Provide and maintain protection for walks, curbs, drains, trees, corners of structures, etc., as necessary to prevent damage.
D. Barricade and/or cover open excavations occurring as part of this work and post with warning lights to the satisfaction of the District’s representative. Operate warning lights during hours from dusk to dawn each day and as otherwise required.
E. Keep adjacent properties, streets and drives clean of any dirt, dust, or stains caused by earthwork operations.
F. Upon discovery of unknown utility or concealed conditions, notify the District’s representative immediately and re-direct work to avoid delay.
G. Control dust on and near the work, and on and near off-site borrow areas. 1. Thoroughly moisten surfaces as required to prevent dust from being a nuisance to the public, neighbors, and concurrent performance of any other activities that may occur on the site. 2. Non-compliance with proper dust control measures shall be grounds for issuance of "stop work" orders by the District’s representative until such time as satisfactory measures can be implemented.
3.03 TOPSOIL EXCAVATION
A. Excavate topsoil from all areas scheduled for paving or rough grading and stockpile material in neat wind-row(s) in location(s) that have been previously established which will cause least interference to construction operations, and which is/are acceptable to the District’s representative.
B. Do not excavate topsoil that has become wetted to, or beyond, the saturation point that would be required for optimum compaction.
C. Stockpile topsoil in wind-row(s) of a height not to exceed 8 feet, protect from erosion, and cover as necessary to prevent formation of dust.
D. Topsoil excavation shall occur for the entire area or per field. No topsoil excavation shall occur for partial field areas without approval.
E. Topsoil staging areas shall be clearly defined and protected from other grading and utility operations.
3.04 ROUGH GRADING
A. Grade site subsoil to establish proper subgrade elevations and site contouring as described or implied in the Drawings:
B. Contouring: 1. Construct landforms depicted in the Drawings to the satisfaction of the District’s representative. 2. ”Round-off” all tops of slopes. 3. “Feather” all toes of slopes.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 20 00 - 4
C. Compaction: Compact subgrade for the specific areas as follows unless otherwise noted: 1. Areas to be paved: Shall be as follows: a. Maximum eight inch (8") loose lifts to at least 90% relative density. b. Additional lifts should not be placed if the previous lift did not meet the required density, relative compaction, moisture content or if the soil conditions are not stable. c. All fill soils shall be compacted to no less than 90% relative compaction at moisture content of 2 to 4 percent for pavement area. d. Compacted subgrade should be non-yielding under construction traffic, including a loaded ten-wheel truck such as a water or dump truck, in all pavement areas. Removal and subsequent replacement of some material (i.e. areas of excessively wet materials, unstable subgrade, or pumping soils) may be required to obtain the minimum 95 percent compaction to the recommended depth of 12 inches. e. Subgrade preparation for pavement areas shall extend laterally for at least two feet beyond the edge of pavement. 2. Areas to receive synthetic turf: Shall be as follows: a. Maximum eight inch (8") loose lifts to at least 90% relative density. The top 12” shall be compacted to at least 95 percent relative compaction. b. Additional lifts should not be placed if the previous lift did not meet the required density, relative compaction, moisture content or if the soil conditions are not stable. c. All fill soils shall be compacted to no less than 90% relative compaction at moisture content of 2 to 4 percent for pavement area. d. Compacted subgrade should be non-yielding under construction traffic, including a loaded ten-wheel truck such as a water or dump truck, in all pavement areas and synthetic turf subgrade areas. Removal and subsequent replacement of some material (i.e. areas of excessively wet materials, unstable subgrade, or pumping soils) may be required to obtain the minimum 95 percent compaction to the recommended depth of 12 inches.
D. Remove all excess subsoil material from site and dispose of in a legal manner. Refer to “Material Storage” below.
E. Entire project or individual field area shall be rough graded at one time. No earthwork operation shall occur for partial field areas without receiving direction from the District or prior written approval from the District.
3.05 EXCAVATION
A. Remove and dispose of all miscellaneous materials encountered when establishing required grade elevations: 1. Miscellaneous materials can include but are not limited to: pavements and other obstructions, underground structures, utilities, abandoned irrigation materials, and other materials encountered per the discretion of the District’s representative. 2. All areas to be graded should be stripped of organic matter, manmade obstructions, and other deleterious materials. 3. Any existing artificial fill should be removed below pavement, hardscape, and track surface areas. 4. Existing utilities below the pavement structural sections and recompaction subgrade may remain in place. 5. All cavities created during site clearing should be cleaned of loose and disturbed soils and backfilled with fill placed and compacted as described above.
B. Stability of Excavations: 1. Comply with any applicable recommendations contained within the Project Geotechnical Report and requirements of agencies having jurisdiction.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 20 00 - 5
2. Maintain sides and slopes of excavations in a safe condition until completion of backfilling.
C. De-watering: Provide and maintain, at all times during construction, ample means and devices with which to promptly remove and properly dispose of water from any source entering structural excavation, pipe trenches, or other excavations. All costs incurred from de-watering activities shall be paid for by the contractor.
D. Excavation for Pavements: 1. Cut surface under pavements to comply with cross-sections, elevations, and grades as shown in the Drawings. 2. Soils below asphalt and concrete paving should be scarified to a minimum depth of 12 inches below existing grade or 12” inches below proposed subgrade, whichever is deeper. The scarified soils should be moistened to within 2 percent of the optimum moisture content and densified to a minimum relative compaction of 90 percent (ASTM D1557).
E. Excavation for Synthetic Turf Field: 1. Cut surface under pavements to comply with cross-sections, elevations, and grades as shown in the Drawings. 2. Soils below asphalt and concrete paving should be scarified to a minimum depth of 12 inches below existing grade or 12” inches below proposed subgrade, whichever is deeper. The scarified soils should be moistened to within 2 percent of the optimum moisture content and densified to a minimum relative compaction of 90 percent (ASTM D1557).
F. Material Storage: Stockpile satisfactory excavated materials where appropriate, until required for use.
Stockpile topsoil and subgrade soil in separate piles.
Place, grade and shape stockpiles for proper drainage. 1. Locate and retain stockpiles away from edge of excavations. 2. Dispose of excess soil material in a legal fashion after it has become evident that the material is no longer needed on the project and is of no value to the District.
3.06 TOLERANCES
A. Shall conform to Conform to Section 26 of the Standard Specifications, unless more stringent requirements in these Contract Documents are provided, in which place the more stringent tolerances shall govern. Refer to specification section 01 71 23 for additional project requirements.
3.07 FIELD QUALITY CONTROL
A. The District Representative shall review and accept work at the following stages: 1. Topsoil removal and stockpile. 2. Grading plan for project. Plan shall provide strategy for grading sequence for entire site at one time or by field. Limits and sequence shall be reviewed and coordinated. 3. Cross ripping of subgrade shall be reviewed and observed.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 20 00 - 6
SECTION 31 23 00
EXCAVATION, BACKFILLING, AND COMPACTING
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation, and services to complete all excavation, trenching, backfilling, compaction, and related work as shown on the Drawings and/or specified herein.
B. Scope of work: The general extent of all trenching, backfilling, and compaction is shown on the Drawings and may include, but is not necessarily limited to, the following: 1. Storm Drainage System Installation 2. Irrigation System Installation 3. Paving Installation 4. Synthetic Turf Installation
C. Related sections can include, but may not be limited to: 1. Section 01 71 23 - Field Engineering 2. Section 01 78 39 - Project Record Drawings 4. Section 31 20 00 - Earthwork 5. Section 32 12 16 - Asphalt Concrete Paving 6. Section 32 13 13 - Portland Cement Concrete 7. Section 32 80 00 - Irrigation 8. Section 33 40 00 - Storm Drainage
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. State of California Department of Transportation Standard Specifications, Current Edition.
1.03 SUBMITTALS
A. Project Record Drawings: 1. Conform to requirements of Section 01 78 39 and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions. 2. Accurately record locations of utilities remaining, re-routed utilities, new utilities, and newly discovered utilities by horizontal dimensions, elevations, inverts and slope gradients as practical.
1.04 QUALITY ASSURANCE
A. Control of Work: Comply with Section 5 of the Standard Specifications.
B. Control of Materials: Comply with Section 6 of the Standard Specifications.
C. Trench Safety: Comply with applicable portions of Sections 5 and 7 of the Standard Specifications and requirements of other agencies having jurisdiction (OSHA etc.).
1.05 PROJECT/SITE CONDITIONS
A. Wet Conditions: No trenching shall occur when excessively wet conditions exist in the opinion of the District’s Representative.
B. Dry Conditions: Contractor shall provide dust control in conformance with Section 10 of Standard
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 23 00 - 1
Specifications and shall provide water to work as necessary to achieve compaction goals.
1.06 SEQUENCING AND SCHEDULING
A. Refer to all other Contract Documents, determine the extent and character of related work, and properly coordinate work specified herein with that described elsewhere to produce a complete, operational installation.
PART 2 PRODUCTS
2.01 MATERIALS
A. Provide materials as described below free of debris, roots, wood, scrap material, vegetative matter, refuse, soft unsound particles, or other deleterious and objectionable materials.
B. Select Backfill: Select backfill material shall be sand conforming to Section 19-3.02E(2) of the Standard Specifications.
C. Native Backfill: Native backfill shall be acceptable soil material excavated from the project site. This material will be considered unclassified and no testing other than for compaction will be required. Additional material required for backfill shall be acceptable to the District’s Representative.
D. Permeable Material: Permeable material shall be Caltrans Class II permeable rock material.
E. Aggregate Base: Refer to Section 32 11 00 – Base Courses.
PART 3 EXECUTION
3.01 PREPARATION
A. General: 1. Prior to trenching, the contractor shall pothole existing utilities at locations indicated or implied on the plans, where new piping or utilities will cross existing utilities of uncertain depth to determine the elevation of the utility in question and ensure that the new line will clear the potential obstruction. 2. The Contractor shall mark out all construction areas in white, non-permanent paint and contact Underground Service Alert (U.S.A.) (800-642-2444) to locate all known utilities a minimum 48 working hours prior to any excavation. 3. Should an existing crossing utility present an obstruction, the proposed line shall be adjusted as acceptable to the District’s Representative to clear the existing utility.
3.02 TRENCH EXCAVATION
A. General: 1. Excavation shall include removal of all water and materials that interfere with construction. Remove any water which may be encountered in the trench by pumping or other methods prior to pipe laying, bedding and backfill operations. Trenches shall be sufficiently dry to permit proper jointing and compaction. 2. It shall be the contractor's responsibility to direct vehicular and pedestrian traffic safely through or around the work area at all times. 3. The contractor shall relocate, replace, reconstruct or repair, to an “as-was” or better condition, all surface or subsurface improvements which are in the line of construction or which may be damaged, removed, disrupted or otherwise disturbed by the construction activities. Except as specified in other Sections or shown in the Drawings, this provision applies to all surface improvements of whatever nature such as walls, fences, above-grade utilities, landscaping, paving, structures, or other physical features whether shown in the Drawings or not and to all subsurface improvements such as utilities which may be indicated in the Drawings or marked in
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 23 00 - 2
the field. The contractor shall connect such utilities to existing systems and leave all in a workable and operating condition. The cost of this work shall be considered as included in other items of work and no additional compensation will be allowed. 4. The maximum allowable trench width at the top of pipe shall be 18 inches greater than the pipe diameter. 5. New utility trenches extending deeper than 2 feet below finish grade should be located a minimum of five feet away from foundations.
B. Existing Paving Areas: 1. Existing asphalt concrete paving over new trenches shall be sawcut, removed, and legally disposed. Existing asphalt concrete paving shall be neatly sawcut one foot (1') greater on each side than the trench width. If a longitudinal pavement joint or edge of pavement is located within three feet of the limit of excavation, all intervening pavement shall be removed and replaced after completion of backfilling. If concrete curb and/or gutter are to be replaced, the adjacent existing asphalt concrete paving shall be sawcut two feet (2') from the edge of concrete curb and/or gutter. 2. Existing Portland cement concrete paving over new trenches shall be sawcut to a minimum depth of 1-1/2 inches in straight lines either parallel to the curb or at 90 degree angles to the alignment of the sidewalk prior to being broken out. No section to be replaced shall be smaller than 30 inches in either length or width. If the sawcut would fall within 30 inches of a construction joint, expansion joint, or edge, or within 12 inches of a score mark, the concrete shall be removed to the joint, edge, or mark.
C. Walkway Areas: Backfill for trenches or other excavations within walkway areas should be compacted in six inch (6") maximum layers, unless otherwise noted, with hand-held tampers to assure adequate subgrade support.
D. Compacted Fill Areas: Where trenches must be excavated in compacted fill, these trenches shall be backfilled with the fill materials excavated and re-compacted in the layers and to the density specified for the particular area.
E. Open Trench: 1. No trench shall be left in an open un-protected condition at the end of the day. At the end of the day any open trench shall be protected in a manner acceptable to the District’s Representative. 2. Provisions for trench crossings and access shall be made at all street crossings, driveways, water gate valves, and fire hydrants unless otherwise acceptable to the District’s Representative.
F. Excavated Material: 1. All excavated material not required for backfill or of value to the District shall be removed and legally disposed of by the contractor at no additional cost. 2. Material excavated in streets and roadways shall be laid alongside the trench no closer than two feet from the trench edge and kept trimmed to minimize inconvenience to public traffic. 3. Provisions shall be made whereby all storm and waste water can flow uninterrupted in gutters or drainage channels to drainage structures. 4. Excavated material shall not be stored on existing landscaping or paving without provisions being made to protect the surface below from being stained or otherwise adversely affected.
G. Shoring 1. Should excavations extend more than 4 feet below existing ground surface, shoring will be required. 2. Excavations can be sloped back to an inclination of 1.5 horizontal to 1 vertical as an option for shoring in these conditions. 3. Utility trenches shall be excavated according to accepted engineering practices following OSHA.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 23 00 - 3
3.03 PIPE BEDDING
A. Stabilization of Trench Bottom: When the trench bottom is unstable due to wet or spongy foundation, trench bottom shall be de- watered as necessary. The District’s Representative shall determine the suitability of the trench bottom and the amount of sand, gravel, or crushed rock needed to stabilize the soft foundation.
3.04 TRENCH BACKFILL AND COMPACTION
A. General: 1. Construct backfill in two operations (initial and final). 2. Do not backfill where the foundation material in trench is already saturated, except as acceptable to the District’s Representative. Provide a minimum cover as may be specified. 3. Where settling greater than the tolerance allowed for grading occurs in trenches and pits due to un-stable subgrade material, excavate to the depth necessary to rectify the problem, then backfill and compact the excavation as specified herein and restore the surface to the required elevation. 4. For utilities under roads, streets, concrete slabs or other areas to be paved and synthetic turf subgrade areas, place final backfill in 6-inch maximum loose lifts. Compact all backfill surrounding ducts, conduits, pipes and other structures, including the top 12-inches of subgrade to 95 percent of ASTM D1557 maximum density. Backfill to permit the rolling and compacting of the completed excavation with the adjoining material providing the specified density necessary to enable rock placement of paving of the area immediately after backfilling has been completed.
B. Initial Backfill: 1. Prior to trench backfill, the condition of the trench and laying of pipe shall be acceptable to the District’s Representative. 2. Select backfill material shall be used as initial backfill for all utilities except irrigation piping, unless otherwise noted. After the pipe has been properly laid and accepted by the District’s Representative, select backfill material shall be placed on both sides of the pipe and compacted to the depth shown in the Drawings. 3. Compaction: The initial backfill material shall be hand tamped in layers not exceeding four inches (4") in uncompacted depth and shall be brought up uniformly on both sides of the pipe to avoid bending or distortional stress. After handtamping, the relative compaction of the initial backfill material shall be at least 95% relative compaction.
C. Final Backfill: 1. Native backfill material shall be used for final backfill, unless otherwise noted. 2. Compaction: Final backfill compaction shall be by mechanical means with backfill material placed in layers not exceeding six inches (6") in loose depth. Each layer shall be thoroughly compacted before succeeding layers are placed. The use of machine tampers, except manually held types, shall not be permitted. Final backfill shall be compacted to a relative compaction of 95% for paving areas and synthetic turf subgrade areas. In planting areas, provide acceptable topsoil to required depth compacted to 85% to 89% maximum relative compaction.
D. Jetting: No jetting shall be allowed.
3.05 TRENCH SURFACING
A. General: 1. In unimproved areas, the trench surface shall be restored to its original condition. No mounds of earth shall be left along the trench. 2. All backfill shall be flush with adjoining grade in a firm, unyielding position with no visible settling for a period of one year after Final Acceptance.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 23 00 - 4
B. Paved Areas: 1. Temporary surfacing acceptable to the District’s Representative shall be laid within one day after backfilling (except where the contractor elects to place permanent surfacing within this time period) until permanent paving is installed.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 31 23 00 - 5
SECTION 32 11 00
BASE COURSES
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation and services to complete all base course preparation, installation and related work as shown on the Drawings and/or specified herein.
B. Scope of work: The general extent of the base course work is shown on the Drawings and may include, but is not necessarily limited to, the following: 1. Grading and compaction of subgrade soil for areas to receive pavement, structures, base material, etc. 2. Furnishing and placing of aggregate base material.
C. Related sections can include, but may not be limited to: 1. Section 01 71 23 - Field Engineering 2. Section 31 20 00 - Earthwork 3. Section 32 12 16 - Asphalt Concrete Paving 4. Section 32 13 13 - Portland Cement Concrete
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. State of California Department of Transportation Standard Specifications, Current Edition.
1.03 SUBMITTALS
A. Conform to the requirements of Section 01 33 00 and/or applicable Division One and Division Two Specifications, General Conditions and Special Provisions.
B. Submit material certificates of compliance and/or sieve analyses for all products and materials proposed to be used in work covered by this Section.
1.04 QUALITY ASSURANCE
A. Control of Work: Conform to Section 5 of the Standard Specifications.
B. Control of Materials: Conform to Section 6 of the Standard Specifications.
1.05 PROJECT/SITE CONDITIONS
A. Wet Conditions: No subgrade preparation or base material placement shall occur when excessively wet conditions exist in the opinion of the District’s Representative.
B. Dry Conditions: Contractor shall provide dust control in conformance with Section 10 of Standard Specifications and shall provide water to subgrades and base courses as necessary to achieve compaction goals.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 11 00 - 1
1.06 DELIVERY, STORAGE, AND HANDLING
A. Materials shall be stockpiled on site in locations that, in the opinion of the contractor, cause least interference with construction operations and as acceptable to the District’s Representative.
B. Materials shall not be stockpiled in proposed planting areas.
C. Protect materials from segregation, contamination and wind and water erosion.
1.07 SEQUENCING AND SCHEDULING
A. Work of this section shall not proceed until all underground utilities and irrigation sleeving has been installed and accepted.
B. Contractor shall schedule work so that installation of paving/surfacing occurs no later than five (5) working days after placement and proper compaction of base materials. Base materials left un- paved longer than this time period shall be subject to testing and re-compaction at the contractor’s expense.
PART 2 PRODUCTS
2.01 MATERIALS
A. Aggregate Base: Aggregate base shall be Class 2, 3/4" maximum material conforming to Section 26-1.02A of the Standard Specifications. No recycled materials will be accepted for synthetic turf, all-weather track surfacing, or building pad areas. All other paving and surfacing using aggregate base can use recycled materials.
PART 3 EXECUTION
3.01 SUBGRADE PREPARATION
A. Preparation of subgrade shall conform to Section 6 of the Standard Specifications and as described in section 31 20 00.
B. Remove unsuitable subgrade material as necessary and replace with suitable material or aggregate base per the discretion of the District’s Representative.
3.02 BASE MATERIAL PLACEMENT
A. Conform to Section 26 of the Standard Specifications.
B. Obtain acceptance of subgrade preparation work prior to placing base material thereon.
C. Place and compact base material in six inch (6") maximum lifts unless otherwise noted. Compaction shall be at least 95 percent relative compaction.
D. Base material shall be moisture conditioned to between optimum and 3 percent above optimum prior to placement and compaction.
3.03 TOLERANCES
A. Conform to Section 26 of the Standard Specifications, unless more stringent requirements in these Contract Documents are provided, in which place the more stringent tolerances shall govern.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 11 00 - 2
3.04 CLEAN-UP OF WORK AREA
A. The contractor shall remove and legally dispose of excess materials/spoils and debris from the job site on a daily basis.
3.05 PROTECTION OF FINISHED PRODUCT
A. The contractor shall provide lighted barricades, signs and other devices as necessary to prevent damage to finished base courses.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 11 00 - 3
SECTION 32 12 16
ASPHALT CONCRETE PAVING
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation, and services to complete all asphalt paving, and related work as shown on the Drawings and/or specified herein.
B. Scope of Work: The general extent of the asphalt paving is shown on the Drawings and may include, but is not necessarily limited to, the following: 1. Asphalt Concrete installation
C. Related sections can include, but may not be limited to the following: 1. Section 01 33 00 - Submittals 2. Section 12 93 00 - Site Furnishings 3. Section 31 20 00 - Earthwork 4. Section 32 11 00 - Base Courses 5. Section 32 13 13 - Portland Cement Concrete 6. Section 33 40 00 - Storm Drainage
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. State of California Department of Transportation Standard Specifications, Current Edition
1.03 PROTECTION OF WORK
A. Curbs and other work shall be covered with suitable material and protected from staining or injury by equipment and contact with oil, emulsion, and asphalt. All manholes, catch basins, and other gratings shall be covered with suitable material so that no asphalt or emulsion will come in contact with the inside walls or floors of the structures. Any damage to such work shall be repaired and/or replaced at the contractor's expense.
1.04 SUBMITTALS
A. Conform to requirements of Section 01 33 00 Submittals and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions.
B. Submit cut-sheets, mill certificates, certificates of compliance etc. for all products proposed for use on the project.
1.05 QUALITY ASSURANCE
A. Control of Work: Conform to Section 5 of Standard Specifications.
C. Control of Materials: Conform to Section 6 of Standard Specifications.
1.06 SEQUENCING AND SCHEDULING
A. Time delay between placement and compaction of base material and installation of asphaltic concrete shall not be more than 5 calendar days. Base material left unpaved longer than this time period shall be subject to testing and re-compaction at the expense of the contractor.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 12 16 - 1
1.07 GENERAL REQUIREMENTS
A. Asphalt paving surfaces shall have positive drainage as indicated on the Drawings. Upon completion of the work, paved areas included in this section shall be subject to a water drainage test. Areas that fail to drain properly, as determined by the District’s Representative, shall be corrected and repaired at no additional cost. If repaired, the entire surface shall have a seal coat applied at contractor's cost. Type of seal coat will be determined by the District’s Representative.
B. Asphalt concrete paving shall be free from excessive segregation (gaps between aggregate visible at 3/16" or larger), cracking, potholes, raveling, slippage, depressions, corrugations, or other defects at the date of completion and acceptance of the project.
C. All repairs shall be made within fifteen calendar days of notification at the expense of the contractor.
PART 2 PRODUCTS
2.01 ASPHALT CONCRETE PAVING (as applicable)
A. Paving Asphalt Binder: Shall be PG 64-10, conforming to Section 92 of the Standard Specifications.
B. Prime Coat: Liquid asphalt to conform to the requirements for SC-70 liquid asphalt as per Section 93 of the Standard Specifications.
C. Tack Coat: Asphaltic emulsion to be penetration type conforming to the RS-1 (or SS-1, if seal coat is specified) requirements of Section 94 of the Standard Specifications.
D. Aggregates (all aggregates in asphalt mix to be virgin material): 1. Aggregate for shall be 1/2 inch maximum per Section 39 of the Standard Specifications, unless otherwise specified or noted.
2.02 AGGREGATE BASE
A. Aggregate base shall conform to Section 32 11 00 Base Courses.
PART 3 EXECUTION
3.01 EDGEBAND INSTALLATION
A. Install as to conform with shapes, lines, dimensions and grades shown on Drawings.
B. All radii shall be smooth and constant with properly aligned tangent points.
3.02 INSTALLATION
A. Conform to Sections 37 and 39 of Standard Specifications.
B. Prime Coat: Apply specified material to compacted base at a rate of 0.25 gallons per square yard.
C. Tack Coat: Apply specified material to all vertical surfaces of existing pavement, curbs, and header boards.
D. Asphaltic Concrete:
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 12 16 - 2
1. Place and compact in accordance with Section 39 of the Standard Specifications. 2. Base lifts shall not exceed 2 inches. 3. Surface lift shall not exceed 2 inches.
E. Asphalt concrete shall be compacted to a minimum of 96 percent of the maximum laboratory compacted (Hveem) unit weight.
3.03 EQUIPMENT
A. Spreading and rolling equipment shall be in accordance with Section 39-3.03 of the Standard Specifications.
B. Spreading and compaction shall be in accordance with Section 39-3.04 of the Standard Specifications.
3.04 TRACK BASE TOLERANCES AND CONFORMANCE SURVEYING REQUIREMENTS
A. Refer to Specification Section 01 70 00 for grade conformance requirements.
3.05 EXAMINATION OF SURFACE PRIOR TO TRACK SURFACING INSTALLATION
A. Contractor shall to water flood the track asphalt substrate with the use of a water truck. If after 30 minutes on a 70 degree F day, ‘bird baths” are evident in a depth more than 1/8”, Contractor shall submit in writing within two working days to the Owner’s representative the appropriate method of correction.
B. Minimum curing time for base prior to beginning of surfacing is 14 days for new asphalt paving (no fog or slurry seals are allowed) and 28 days for new concrete (No concrete curing compounds are allowed).
C. Beginning installation stipulates track installer “accepts” existing conditions. Adhesion to the existing asphalt is the Contractor’s responsibility.
D. Keep all personnel, other than employees of track installer, 300 feet from equipment and workers.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 12 16 - 3
SECTION 32 13 13
PORTLAND CEMENT CONCRETE
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation, and services to complete all concrete and related work as shown on the Drawings and/or specified herein.
B. Scope of work: The general extent of the concrete work is shown on the Drawings and may include, but is not necessarily limited to the following: 1. Curbs and Edge bands 2. Flatwork, Slabs and Walkways 3. Expansion, Deep Score and Score Joints 4. Misc. Footings 5. Reinforcement and/or Doweling
C. Related sections can include, but may not be limited to: 1. Section 01 33 00 - Submittals 2. Section 12 93 00 - Site Furnishings 3. Section 31 20 00 - Earthwork 4. Section 32 11 00 - Base Courses 5. Section 32 80 00 - Irrigation 6. Section 33 40 00 - Storm Drainage
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. State of California Department of Transportation Standard Specifications, Current Edition
B. California Building Code 2016
1.03 SUBMITTALS
A. Conform to Section 01 33 00 and applicable Division One and/or Division Two specifications, General Conditions and Special Provisions.
B. Submit cut-sheets, mill certificates, certificates of compliance etc. for all products proposed for use on the project.
1.04 QUALITY ASSURANCE
A. Concrete 1. Conform to Section 01 45 00 Quality Control (as applicable).
2. All formwork, joint patterns, base material, reinforcement and other miscellaneous items such as “dobies” and ties shall be reviewed and accepted by the District’s Representative prior to pouring concrete. Contractor shall have any and all such items in place and shall give a minimum of two (2) working day lead-time notice to District’s Representative when scheduling the review request. Contractor shall also schedule and allow a minimum of two (2) working days after review for possible modifications to concrete preparation work, at no cost or delay to the project. 3. The District’s Representative shall at all times have access to any off-site batch plant or quarry supplying materials for subject project and trucks en route to the project site. The
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 13 13 - 1
District’s Representative may at any time request slump tests and secure samples of concrete, cement, aggregates or other materials. All applicable materials shall be provided by the contractor at no additional cost to the District. 4. Any specified review or observation by the District’s Representative of the concrete work shall be requested by the contractor at least two (2) working days prior to the need for the review or observation. 5. Finishes and colorants other than the concrete darkening agent (see Part 2 Products) are called out in the Drawings. A four foot by fou foot (4' x 4') sample of all concrete colorants (including concrete darkening agent) and finishes shall be poured by the contractor in the field for review and acceptance by the District’s Representative. Sample shall include all joints, finishes and tooled conditions for approval. Contractor shall schedule review well in advance of concrete operations to allow for color and/or finish modifications if necessary. 6. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except where more stringent requirements are shown or specified: a. California Building Code 2016, Title 24, Part 2, Chapter 19A - Concrete c. ACI 301 Specifications for Structural Concrete for Buildings d. ACI 318 Building Code Requirements for Reinforced Concrete e. ACI 614 Recommended Practice for Measuring, Mixing, and Placing Concrete f. Concrete Reinforcing Steel Institute, Manual of Standard Practice 7. Concrete Testing Service: The District may retain and engage a testing laboratory to perform material evaluation tests.
1.05 DELIVERY AND STORAGE
A. Deliver concrete reinforcement to job site properly tagged and ready to set. Store above ground surface on platforms, skids, or other supports. Coordinate delivery and storage of all other materials as appropriate.
PART 2 PRODUCTS
2.01 CONCRETE MATERIALS
A. Concrete shall be Portland Cement Concrete conforming to Section 90 of the Standard Specifications. Unless otherwise specified, all concrete shall be Class B at a minimum.
B. Cement shall be Type II cement conforming to ASTM Designation C150 as modified by Section 90 of the Standard Specifications.
C. Mortar shall conform to Section 51 of the Standard Specifications. Mortar, when used for patching, shall match the color of the work to be patched.
D. Water used for mixing shall be potable.
E. Minimum mix requirements: It shall be the contractor’s responsibility to design the concrete mixes to provide the minimum requirements listed below. Increase cements content over that listed if necessary to obtain the specified compressive strength. Minimum ultimate compression strength of concrete at 28 days is as follows:
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 13 13 - 2
Item Strength Max. slump Size of Cement (# of W/C Ratio aggregate 94 lb. sacks per yard)
Slab-On-Grade 3,000 4" 3/4"-1" 5 .60
Walls/Footings 3,000 4" 3/4"-1" 5 .60
Thrust Blocks 2,500 4" 3/4"-1' 4.5 .45
2.02 OTHER MATERIALS
A. Formwork materials shall be surfaced lumber, plywood, metal, metal-framed plywood faced or other acceptable panel-type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. Provide from material with sufficient thickness to withstand pressure of newly-placed concrete without bow or deflection, and as follows: 1. All form panels shall be placed in a neat, symmetrical pattern, subject to the acceptance of the District’s Representative. 2. Form clamps or bolts shall be used to fasten forms. The use of ties consisting of twisted wire loops to hold forms in position during the placing of concrete shall not be permitted unless noted otherwise. 3. All exposed sharp edges shall be bullnosed to prevent mortar runs and to preserve smooth, straight lines, unless otherwise acceptable to the District’s Representative or noted in the Drawings. 4. Before concrete is placed in forms, all inside surfaces of forms which will later be removed shall be thoroughly coated with commercial quality form oil, which will permit the ready release of the forms and will not discolor the concrete. 5. Where form panels are attached directly to the studding or joists, the panels shall be not less than five-eighths of an inch (5/8") thick, and the studding, or joists, shall be spaced not more than twelve inches (12") center to center. a. Form panels less than five-eighths of an inch (5/8") thick, otherwise conforming to the requirements specified, may be used with a continuous backing of surfaced material three-fourths of an inch (3/4") thick. b. Form panels more than five-eighths of an inch (5/8") thick attached to studding or joists spaced at more than twelve inches (12") center to center may be used, provided that the deflection of the panel between studding or joists does not exceed that of a five-eighths inch (5/8") thick panel attached to studding or joists spaced at eighteen inches (18") center to center. 6. Curved surfaces shall be formed with timber, plywood, masonite, or sheet metal as appropriate. Sheet metal shall have masonite or plywood backing. Plywood for forming shall be ACX or better grade.
B. Expansion Joints: 1. Joint primer: Sonneborn horizontal paving joint primer No. 733, or No. 766, one component solvent based primer or acceptable equal. 2. Expansion joint: One-half inch (1/2") asphalt impregnated fiber strips in compliance with ASTM D1751 or acceptable equal. Expansion joint material shall be variety with “zip- strip” H-channel joint sealant receptacles. If proposed joint material is not installed with sealant receptacles then, the expansion joint material shall be completely covered with a Sonneborn “Sonofoam” closed cell backer rod or acceptable or equal prior to application of joint sealant. Provide three eighth inch (3/8") tooled edges each side of joint material. Refer to Drawings for additional information. 3. Expansion joint sealant: Self leveling sonolastic elastomeric polyurethane joint sealant in accordance with Federal Specification TT-S-00227E, Type I, Class A-Sonneborn SL-2, (800) 433-9517, or acceptable equal. Color shall match concrete.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 13 13 - 3
Sonneborn products are available through the Cade Co. San Jose, CA (408) 292-3435.
C. Score Joints: 1. Score joints: Shall be three eighth inch (3/8") radius tooled joints to a one inch (1”) depth.
D. Reinforcing bars: Comply with Section 52-1.02B of Standard Specifications, Section 1907 of IBC, Title 24, C.C.R. and ASTM A-615A. Grade 60, deformed, except #3 and smaller may be Grade 40. Test in accordance with IBC Section 1704.4, Title 24, C.C.R. Bars shall be in a new, “first-class” condition.
E. Smooth Dowel Steel Bars for Expansion Joints: ASTM A-29, #3 smooth Grade 40. Provide as indicated on drawings. Where shown, provide metal dowel sleeve at one end of dowel (or other approved break-bond method), to permit lateral movement at dowel within concrete section. Provide for movement with equals joint width plus one-half inch (1/2"). Bars shall be in a new, “first-class” condition.
F. Tie Wires: Black annealed, ASTM A-82, minimum 16 gauge.
G. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, support and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying District CRSI specifications, unless otherwise acceptable.
H. Concrete Darkening Agent: Add one quarter pound (1/4 lb.) of Davis Colors Inc. colorant #8084 Black (or acceptable equal) per 94 lb. sack of cement to all exterior concrete which will be exposed to view when cured (Drain rims and concrete receiving other colorants excluded). Contact Davis Colors Inc. for local distribution information Ph.: (800)-800-6856 Fx.: (213)-269-1053. Other colorants shall be as noted in the Drawings.
I. No admixtures will be allowed without prior acceptance by the District’s Representative.
PART 3 EXECUTION
3.01 EXCAVATION
A. In addition to the general grading excavation required, the contractor shall excavate to the required depths in the locations shown for flatwork, retaining walls, curbs, footings, etc. Excess excavation shall be replaced with concrete poured monolithically with the wall or pavement, at no additional cost to the District.
3.02 FORMING
A. All forming shall conform to Section 51 of the Standard Specifications and as follows: 1. The Contractor shall build forms with a high degree of care and shall select from materials of adequate strength and smoothness to produce smooth, even surfaces of uniform texture and appearance, free of bulges, depressions, or other imperfections per the discretion of the District’s Representative. Remove any residue remaining on concrete after forms are removed. 2. Concrete walls are to be vibrated as necessary to provide uniform density. No concrete surfaces with “rock pockets” or “honeycombing” shall be accepted. 3. Transition of curves to straight lines and of curves to curves shall be formed as smooth, continuous, and uninterrupted with typical 90 degree radius alignment at the points of tangency.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 13 13 - 4
3.03 CONCRETE CONSTRUCTION
A. All concrete shall be mixed in accordance with Section 90 of the Standard Specifications.
B. Construction of concrete substructures shall conform to applicable provisions of Section 51 of the Standard Specifications.
C. Construction of concrete curbs, gutters, sidewalks, wheelchair ramps, and driveway aprons shall conform to Section 73 of the Standard Specifications.
D. At the termination of all curbs, the final eighteen inch (18") length of curb shall be tapered from the full curb height to the gutter flow line or adjacent pavement elevation unless noted otherwise on the plans.
3.04 CONCRETE JOINTS
A. Joints shall be constructed at locations indicated and as detailed in the Drawings.
B. Construct concrete joints as follows: 1. Expansion Joints: a. General. Refer to drawings for location and type expansion joints. b. Install to full depth of slab per drawings and manufacturer’s instructions. c. Fiber expansion joints - After allowing concrete to fully cure, remove zip strips and install expansion joint sealant. Expansion joint sealant. Install per drawings and manufacturer’s instructions. 2. Score Joints: Refer to drawings for locations.
C. Curb and edge band joint locations – unless otherwise noted on plans 1. Every five feet for score joints 2. Install fiber expansion joints fifteen feet maximum. 3. Align score and fiber expansion joints with proposed fence posts. 4. Install fiber expansion joints at all corners, beginnings and endings of radii.
3.05 EDGING
A. All edges of slabs, curbs, and other structures shall be tooled with a one-half inch (1/2") radius edging tool, unless otherwise specified in the Drawings.
B. All trowel marks resulting from tooling of edges shall be carefully troweled out.
3.06 REINFORCEMENT
A. Reinforcement installation shall conform to the provisions of the Standard Specifications as follows: 1. Cleaning - Section 52-1.03B 2. Bending - Section 52-1.03C 3. Placing - Section 52-1.03D 4. Splicing - Section 52-6 5. Lapped Splices - Section 52-6.03B
3.07 CONCRETE PLACEMENT
A. Concrete placement shall conform to Section 40-103H of the Standard Specifications.
B. Concrete shall not be dropped freely where reinforcing bars will cause segregation, nor shall it be dropped freely more than six feet. Spouts, elephant trunks, or other acceptable means shall be used to prevent segregation.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 13 13 - 5
3.08 SURFACE DRAINAGE
A. Finish surfaces shall drain properly with no areas of standing water. Tops of curbs, walls and foundations shall be level unless otherwise specified.
3.09 CURING
A. All newly placed concrete shall be cured in accordance with the provisions in Section 90 of the Standard Specifications.
3.10 PROTECTION
A. All newly placed concrete shall be protected in accordance with the provision in Section 40-1.03P of the Standard Specifications.
B. Provide all necessary security to protect the concrete from vandalism. Any concrete which is defaced or damaged during the course of this contract shall be replaced by the Contractor at no additional cost to the District.
3.11 CONCRETE FINISHES
A. Patching of concrete to repair or disguise flaws, imperfections or other damage, shall commence only with the acceptance of the District’s Representative. Patching color and finish shall conform to the original adjacent concrete color and finish and the District’s Representative shall be the sole judge in this respect. Any patching of concrete walls must occur prior to final wall finishing.
B. Provide concrete finishes where shown in the Drawings and as follows: 1. Trowel Finish: Trowel finish shall be smooth and clean with no obvious trowel marks. 2. Broom Finish: Broom with medium bristled broom to a uniformly roughened surface. Finished surface shall be clean with uniform and straight lines. 3. Provide samples, as previously specified, of all concrete finishes for review and acceptance prior to pouring concrete. All accepted samples shall be left on Job site as quality control examples until removal and disposal of samples is acceptable to the District’s Representative. 4. Paving with a slope greater than 6% shall be heavy broom finish and paving less than 6% shall be a medium broom finish.
3.12 BUILT-INS
A. Refer to drawings for additional information relating to built-ins that shall be coordinated with concrete work (e.g., light fixtures, benches, handrails, guardrails, site furnishings, signs, etc).
3.13 CLEANING
A. Remove excess base material, concrete spills, cement stains and all other excess materials from all project areas prior to Final Acceptance.
3.14 TOLERANCES
A. Concrete 1. Vertical deviation from specified grades shall not exceed 0.04 foot. 2. Surface smoothness deviations shall not exceed 1/8 inch in 8 feet, in any direction. 3. Thickness shall not be more than 0.01 foot less than planned thickness at any point.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 13 13 - 6
SECTION 32 18 00
MISCELLANEOUS PAVING / SURFACING
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation, and services to install and complete all miscellaneous paving and surfacing and related work as shown on the Drawings and/ or specified herein.
B. Scope of work: The general extent of the miscellaneous paving surfacing is shown on the Drawings and may include, but is not limited to: 1. Sand at long / triple jump pits
C. Related sections can include, but may not be limited to: 1. Section 12 93 00 - Site Furnishings 2. Section 31 20 00 - Earthwork 3. Section 32 11 00 - Base Courses
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. State of California Department of Transportation Standard Specifications, Current Edition
1.03 SUBMITTALS
A. Conform to Section 01 33 00 and applicable Division One and/or Division Two specifications, General Conditions and Special Provisions.
1.04 QUALITY ASSURANCE
A. Materials Source: Sources of materials specified herein shall not be changed during course of work without review and written acceptance by the District’s Representative.
1.05 SEQUENCING AND SCHEDULING
A. Coordinate all applicable subgrade preparations, installations of base course materials and all other work with work of this section to insure a proper, timely installation.
PART 2 PRODUCTS
2.01 MATERIALS
A. Sand for long / triple jump pits shall be Pro Tour sand by PW Gillibrand. Ph: 949-728-0171.
Sand shall be sub-angular to angular, meet USGA Greens sand specifications, and meet saturate infiltration rate of not less than 40” / hour.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 00 - 1
PART 3 EXECUTION
3.01 SAND
A. Spread sand to depth specified on Drawings.
B. Rake then roll sand with water roller to establish firm, even surface at specified elevation.
3.02 TOLERANCES
A. Vertical deviation from specified lines, grades, and detail cross sections shall not exceed 0.04 foot for all surfacing specified in this section.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 00 - 2
SECTION 32 18 14
SYNTHETIC TURF BASE
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation and services to complete all base improvements and related work as shown on the Drawings and/or specified herein.
B. Scope of work: The general extent of the synthetic turf base is shown on the Drawings and generally includes, but is necessarily limited to, the following: 1. A vertical draining, porous stone aggregate base consisting of a uniform single virgin crushed rock.
C. Related sections can include, but may not be limited to: 1. Section 01 33 00 - Submittals 2. Section 01 78 39 - Project Record Drawings 3. Section 31 20 00 - Earthwork 4. Section 31 23 00 - Excavation, Backfilling and Compaction 5. Section 32 13 13 - Portland Cement Concrete 6. Section 33 40 00 – Storm Drainage
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. California Building Code (CBC): 1. Chapter 33 – Site Work, Demolition, and Construction.
B. American Society for Testing and Materials (ASTM): 1. D 1557-07 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort 2. ASTM D2434 - 68(2006) Standard Test Method for Permeability of Granular Soils (Constant Head) 3. ASTM C88 - 05 Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
C. California Occupational Safety and Health Standards (OSHA): 1. Article 6 - Excavations and Shoring.
D. State of California Department of Transportation Standard Specifications, Current Edition
1.03 SUBMITTALS
A. Conform to requirements of Section 01 33 00 Submittals and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions. 1. Submit product data on pipe accessories, filter fabric, and porous drainage composite as applicable. 2. Submit manufacturer's installation instructions. 3. Certification: Submit certification signed by Contractor and drainage system Installer that installed materials conform to specified requirements and system was successfully checked and tested prior to covering with drainage sand or gravel aggregate. 4. Submit two one quart samples of each rock material to the Architect, and one five gallon sample of each rock material to the District’s testing agent.
B. Project Record Drawings: 1. Conform to Section 01 78 39 and/or applicable Division One and Division Two
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 1
specifications, General Conditions and Special Provisions. 2. Accurately record locations of utilities remaining, re-routed utilities, new utilities, and newly discovered utilities by horizontal dimensions, elevations, inverts, and slope gradients.
1.04 QUALITY ASSURANCE
A. Control of Work: Conform to Section 5 of the Standard Specifications.
B. Control of Materials: Conform to Section 6 of the Standard Specifications.
1.05 PROTECTION OF PROJECT SITE
A. Make provisions for, and take the necessary precautions to protect existing and new work from damage during entire life of project.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store all products to be installed as part of the field base neatly and orderly, stacked and blocked to prevent damage. Cracked, warped,.uneven, or otherwise damaged material shall be removed from the site.
1.07 PROJECT CONDITIONS
A. Contractor shall be responsible for stabilizing all top of subgrade elevations for the synthetic turf areas prior to receiving the stone aggregate base and for executing any fine grading as may be necessary or incidental to placement of the synthetic turf.
B. The stone base shall not be contaminated with other soil. Contaminated stone material will be rejected. In addition, if at any time the stone material is tested at the site and is not in compliance with the specifications, Contractor shall remove all material not in compliance with the project specifications at its sole expense and replace it with material that conforms to the Contract Documents.
C. Contractor to prevent surface water and subsurface or groundwater from flowing into excavations and flooding project site and surrounding area. Contractor must not allow water to accumulate in excavations. Contractor shall remove water to prevent softening of sub grades.
1.08 MATERIAL TESTING
A. Testing of proposed base rock will be performed in the following steps: 1. For Porous Rock Bases: a. Pre-construction Testing: Contractor shall submit a five-gallon separate composite (the District’s Testing Agent may elect to pull the sample directly at the quarry, and may also want the test samples or varying quantity based on the testing labs’ needs) of each porous base rock material. The District's testing agent will evaluate these materials using ASTM C136 and ASTM D75 testing protocol as a guideline. This representative sample will be used for comparison with all subsequent samples submitted for acceptance during construction. b. Testing During Construction: The District's Testing Agent shall obtain a five-gallon composite sample (project geotechnical engineer may elect to pull the sample directly at the quarry, and may also want the test samples or varying quantity based on the testing labs’ needs)of all base rock materials at the rock source representing each 500 tons per site of base rock and each 250 tons per site of top rock for comparison with the accepted material (if a single stone is used, it will be tested each 500 tons). Material shall not be delivered to the project site until tests show it complies with the accepted material.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 2
B. Payment for initial material testing is the responsibility of the District. Any test, which must be repeated on materials that have failed to meet specifications or are as a result of shortages, will be borne by the Contractor.
C. The testing reports shall be submitted to the District for approval ten (10) calendar days prior to scheduled placement on the synthetic turf subgrade.
D. The Contractor shall include the following items: 1. Identification of proposed source and supplier. 2. Current lab mechanical analysis of the proposed stone using ASTM standards for sieve analysis. 3. Sample sizes as determined by the District. 4. Certification that the supplier can deliver the total quantity of material needed to complete the project in a timely manner.
E. All crushed stone must come from one supplier only. During construction, samples may be taken in the field and analyzed periodically by the Contractor or District to assure strict compliance with the specifications. The rock shall be sampled at the source. Material delivered to the site not meeting specifications shall be rejected by the District. All material rejected by the District shall be removed from the site at the Contractor's expense.
F. The following tests shall be performed by the District’s Testing Agent prior to acceptance of either any rock identified in this specification section. All submitted rock for a porous rock base is required to pass the following qualifications:
Restrictions: To ensure structural stability: D60/D10 > 5 and 1 < D230 < 3 D10 * D60 Fragmentation must be 100%.
D”x” is the size of the sieve (in millimeters) that lets pass “x” percent of the stone. For example, D60 is the size of the sieve that lets 60% of the stone pass. For calculation purposes, these sizes may be obtained by interpolation on a semi-log graph of the sieve analysis.
To ensure proper drainage: Porosity of crushed rock > 25% (when stone is saturated and compacted to 92% Modified Proctor)
Permeability of crushed rock > 30 in/hr (Tested thru ASTM D2434 with rock saturated and compacted to 92% Modified Proctor)
Depending on the type of rock present in the crushed stone mix, other mechanical characteristics might be necessary for approval.
G. Rock shall also comply with the following material requirements: 1. Soft rock materials (i.e. sandstone, limestone and shale materials) are not suitable. Rock supplier shall certify that all supplied rock will be void of this type of rock. The rock should meet the following stability requirements:
Test Method Criteria LA Abrasion (Calif. Test 211) Not to exceed 35 Durability Index (Calif. Test 229) Not less than 40 Sulfate Soundness (ASTM C-88) Not to exceed 12% loss for coarse aggregate, 10% for fine aggregate (based on a sulfate solution)
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 3
H. In addition, if rock stability to water and vehicles is in question, the District has the option to perform additional testing to ensure material shall adhere to requirements of Caltrans Section 68.
I. All crushed stone shall come from one supplier only. During construction, samples will be taken and analyzed periodically by the District to assure strict compliance with the specifications. The District may sample and test the rock material either at the source or at the project site upon delivery from incoming transfer trucks. Material delivered to the site not meeting specifications will be rejected by the District. All materials rejected by the District shall be removed from the site at the Contractor’s expense. It is the Contractor’s responsibility to ensure that all permeable stone for the synthetic turf base meet the above requirements throughout the installation process, including transfer and delivery to the site, placement, spreading, compaction, and installation of synthetic turf material. Proper investigation into rock sources may be required by the Contractor to ensure that the rock that was bid will meet the project specifications.
J. Prior to trucking of material to project sites, all crushed rock shall be washed so it is clean of any impurities and/or fines created during rock crushing operations.
1.09 PROJECT RECORD DOCUMENTS
A. Accurately record location of pipe runs, connections, cleanouts and invert elevations.
1.10 DISTRICT'S TESTING AGENT
A. To be XXXXXX
B. The District reserves the right to change testing laboratories if the need arises.
1.11 WARRANTY
A. All engineering base materials and workmanship shall be guaranteed for a period of one year beginning at Notice of Substantial Completion.
PART 2 MATERIALS
2.01 ENGINEERED PERMEABLE ROCK BASE
A. The synthetic turf permeable stone base may consist of one uniform stone material as described below.
B. For the section of permeable rock outside the subdrain trench within the field areas, the Contractor shall use one of the following two rock systems: 1. One uniform permeable rock base material beneath the synthetic turf that shall be a virgin (i.e. un-recycled) crushed stone. It must meet the gradation criteria for the California Department of Transportation 3/4" Permeable Class II (Section 68):
Mesh size % Passing 1" 100 3/4" 90-100 3/8" 40-100 #4 25-40 #8 18-33 #30 5-15 #50 0-7 #200 0-3
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 4
2.02 SUBDRAIN TRENCH DRAIN ROCK
A. Shall be ¾” x ½” crushed virgin (i.e. un-recycled) rock, and shall meet the following general gradation requirements:
Sieve Size %PASSING 1” 100 3/4” 90-100 1/2” 10-40 3/8” 0-15 #4 0-5
B. The rock profile will extend from the bottom of the trench to the top of both sides of the subdrain trench, and to the top of rock elevation. The permeable base rock shall not be installed over the subdrain trench drain rock. For planarity purposes, a clean uniform 3/8” minus crushed stone material may be installed over the subdrain trench profile (max thickness one inch for this stone layer).
2.03 GEOTEXTILE FILTER FABRIC:
A. Provide geotextile filter fabric in the areas designated on the Drawings. Geotextile filter fabric conform to the following minimum specifications:
Property Test Method Typical Values Grab Strength ASTM D 4632 80 lb. Puncture Strength ASTM D 4833 25 lb. Burst Strength ASTM D 3786 130 lb. Trapezoid Tear ASTM D 4533 25 lb. Permeability ASTM D 4491 0.1 cm/sec Apparent Opening Size ASTM D 4751 #50 Sieve size Permittivity ASTM D 4491
B. Geotextile Filter Fabric Mirafi 140 N or approved equal.
2.04 SYNTHETIC TURF EDGE CONNECTIONS
A. Synthetic turf edge connections shall be done with header boards and expanding nailing connections between the header and concrete edge band. Refer to details for additional information. B. Nailer board shall be 2” x 4” Trex, recycled plastic composite board.
2.05 DRAINAGE ELEMENTS
A. Refer to Storm Drainage Specification Section for all in-field drainage elements.
PART 3 EXECUTIION
3.01 SUBGRADE PREPARATION
A. Contractor shall verify that subgrade has been prepared according to specification section 31 20 00 with regard to compaction, grade tolerances (per section 01 71 23) and is free of debris, non- compactable material, topsoil, or organics prior to beginning work.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 5
B. Top of subgrade elevations shall be verified using laser-operation survey instruments. Refer to Conformance Surveying specifications for requirements.
C. Once the subgrade conformance has been accepted and compaction has been properly achieved, the geotextile filter fabric shall be installed over the compacted and prepared subgrade, as shown on the plans, without disturbing grades.
D. Geotextile fabric shall be installed with 6” overlap and stapled 6’ on-center along seams. Staples to be 6” staples.
3.02 INSTALLATION OF THE SUBDRAIN TRENCH AND IN-FIELD DRAINAGE (as applicable)
A. Contractor to install drain rock and piping in strict compliance with the manufacturer’s written instructions and as indicated in the Drawings. Contractor to exercise caution and the appropriate sequencing of work, so as not to damage any drainage piping during the base rock installation. B. Contractor to protect all drain trenches to ensure that pipe is not damaged in any way by construction operations and that the rock is not contaminated with any native soils, unintended construction material, or deleterious materials during subsequent construction operations.
3.03 PLACING THE POROUS STONE BASE
A. The crushed stone must be laid without damaging the soil subgrade (and the in-field drainage system as applicable). It is very important to not create any depressions with heavy equipment. The specified stone or aggregate supplied must conform to the recommended specifications. The finished crushed stone or aggregate base supplied must be stable, unyielding, and permeable.
B. The crushed stone shall be carefully and evenly spread over the subgrade and up both sides of the subdrain trenches to the depth shown on the plans.
C. Excess water shall not be applied during installation of rock base and rough grading due to the potential of softening the subgrade and altering the grading.
D. Crushed stone shall be smoothed and compacted uniformly to design grades by alternating raking, water settling, and rolling operations. Contractor shall be advised not to overwork the stone material, thus modifying its gradation characteristics. Minimal rolling is advisable to achieve design grades and compaction. Only static (absolutely no vibratory rolling of the permeable stone is allowed) rolling is allowed, and max 3-5 ton rollers should be used on the permeable stone base.
E. If the required compacted depth of the base course exceeds 6”, the base stone course shall be constructed in 2 or more layers or lifts of approximate equal thickness. Each layer must achieve a uniform 90% relative compaction. No compaction of greater than 93% relative compaction should be achieved.
F. Top of porous rock elevations shall be verified using laser-operation survey instruments. Refer to Conformance Surveying specifications for requirements.
G. The final grade shall be ideally compacted to a uniform 90 - 92% relative compaction. Contractor shall be advised not to overwork the stone material, thus modifying its gradation characteristics. Minimal moving of the stone upon placement of the material on the subgrade and rolling is advisable to achieve design grades and compaction. Compaction shall not be above 93%.
H. Top of rock elevations shall be verified using laser-operation survey instruments. Refer to Conformance Surveying specifications for requirements.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 6
I. Contractor shall manually screed the top stone surface to ensure tolerances are met. Finish surface planarity shall be verified, and if necessary adjusted, by the Contractor using string line method. A mason’s line held taught between two workman separated by a distance of approximately 40 feet, shall be placed directly on the finished surface, parallel to the direction of greatest slope. A third workman shall check for separations between the mason’s line and the finished surface that are equal to or greater than the specified tolerances. Areas of separation shall be outlined with marking paint and the depth of separation indicated.
J. Entire finished surface shall be “walked” with mason’s line in increments of approximately 3 feet.
K. Areas outlined with marking paint shall be filled with top rock to the depth indicated and raked by hand. Filled areas shall be compacted to provide a non-yielding, smooth, flat surface.
L. Final finished surface planarity shall be approved by the District and the Synthetic Turf Installer.
M. Once the top of the permeable rock base is installed and compacted, the Contractor shall notify the District Testing Agent that it is ready for the field permeability test. The Agent shall be given two working days notice and have 2 days to complete the in field test, which will consist of a minimum of four controlled field permeability tests per synthetic turf field. Tests shall be by a single ring infiltrometer or equivalent test method. If the test does not achieve a minimum of 20 inches per hour, the Contractor shall provide within 48 hours a written repair procedure to correct the permeability deficiency. All repair work, including any associated delays, shall be the Contractor’s sole responsibility. Any fine tuning of the field base due to the testing operations is the responsibility of the Contractor.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 18 14 - 7
SECTION 32 31 13 CHAIN LINK FENCES AND GATES
PART 1 GENERAL
1.01 SECTION INCLUDES A. Fence framework, fabric, and accessories. B. Excavation for post bases; concrete foundation for posts. C. Manual gates and related hardware. D. Windscreen Fabric.
1.02 RELATED REQUIREMENTS A. Section 32 31 19 - Ornamental Metal Fences and Gates.
1.03 REFERENCE STANDARDS A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2015. B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. C. ASTM A392 - Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric; 2011a. D. ASTM A780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings; 2009. E. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2014. F. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2015. G. ASTM F567 - Standard Practice for Installation of Chain-Link Fence; 2011. H. ASTM F626 - Standard Specification for Fence Fittings; 2008. I. ASTM F1043 - Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework; 2014. J. ASTM F1083 - Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures; 2013.
1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on fabric, posts, accessories, fittings and hardware. C. Shop Drawings: Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. D. Manufacturer's Installation Instructions: Indicate installation requirements and adjustments.
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 1 Project No. 1-34-32
1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience. B. Structural Design: Fence, gates and all components shall be designed and constructed to withstand 90 mph wind loading. Pipe frame sizes indicated for particular uses are minimum. Comply with CLFMI Product Manual. Increase as required when privacy decorative slatting or windscreen specified. C. Regulatory Requirements: Provide fences and gates meeting life safety and accessibility requirements of California Building Code (CBC) Title 24, Part 2, Chapters 10 and 11B; and ADA Accessibility Guidelines for Buildings and Facilities, per latest amendments. 1. Gates in the path of travel shall comply with door requirements. CBC 11B-206.5. 2. Gate Hardware: Meet the requirements of CBC 11B-206.5 and 11B-404.2.9. a. Latch: Latch, including padlock eye as integral part of latch, mounted 40 inches above finish grade. Comply with California Fire Code. b. Hardware shall comply with local Fire Authority, California Building Code (CBC) Title 24, Section 1008.2, and California Fire Code (CFC) Section 503.5.2. c. Hand activated opening hardware, handles, pulls, latches, locks, and other operating devices for and accessible gate shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. CBC Section 11B-404.2.7 and 11B-309.4. d. The lever of lever actuated latches or locks for an accessible gate shall be curved with a return to within 1/2 inch of the (face of) gate to prevent catching on the clothing or persons. California Referenced Standards Code T-24 Part 12, Section 12- 10-202, Item (F). 3. The bottom 10 inch of an accessible gate shall have a smooth, uninterrupted surface on each side. The bottom of the gate shall be within 3 inches of the finish surface of the path of travel. The maximum effort to operate a gate shall not exceed 5 lbf (22.2 N). CBC Sections 11B-404.2.9 and 11B-404.2.10.
PART 2 PRODUCTS
2.01 MANUFACTURERS A. Chain Link Fences and Gates: 1. Allied Tube and Conduit Corp.: www.atcfence.com 2. Master-Halco, Inc: www.masterhalco.com. 3. Merchants Metals: www.merchantsmetals.com. 4. Substitutions: See Section 01 60 00 - Product Requirements.
2.02 MATERIALS A. Posts, Rails, and Frames: ASTM A1011/A1011M, Designation SS; hot-rolled steel strip, cold formed to pipe configuration, longitudinally welded construction, minimum yield strength of
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 2 Project No. 1-34-32
regular grade 30,000 psi; zinc coating conforming to ASTM F1043 Type B on pipe exterior and interior. 1. Alternate minimum yield strengths based on application and load calculations: a. Intermediate grade: 50,000 psi (344 MPa). b. High Strength 83000 Grade: 83,000 psi (572 MPa). B. Wire Fabric: ASTM A392 zinc coated steel chain link fabric. 1. Class 1 weight of zinc coating 1.2 oz/ft² (366 g/m²). C. Concrete: Ready-mixed, complying with ASTM C 94/C 94M; normal Portland cement; 2,500 psi strength at 28 days, 3 inch slump; 3/4 inch nominal size aggregate.
2.03 COMPONENTS A. Component Sizes listed below are basis of design. 1. Sizes shall be as determined by fencing manufacturer for wind load of fencing with "tennis court" windscreen and design wind speed of 90 mph. B. Line Posts: 2.38 inch diameter.
NPS in Outside Type I Steel Type II Steel inches Diameter (OD) ASTM F1083 in inches Schedule 40 1-1/4 1.660 2.27 1.84 1-1/2 1.90 2.72 2.28 2 2.375 3.65 3.12 2-1/2 2.875 5.79 4.64 3 3.500 7.58 5.71 3-1/2 4.000 9.11 6.56 4 4.500 10.79 --- 6 6.625 18.97 --- 8 8.625 28.55 ---
C. Corner and Terminal Posts: 2.88 inch. 1. For fabric height up to 6 feet: a. 2.375 inches OD Type I or II steel pipe. b. 2-inch square steel tubing weighing 2.60 lb./lin. ft. c. 3.5 inches by 3.5 inches roll-formed square tube sections weighing 4.85 lb./lin. ft. 2. For fabric height over 6 feet to 13 feet: a. 2.875 inches OD Type I or II steel pipe. b. 2.50 inches- square steel tubing weighing 5.10 lbs./lin. ft. c. 3.5 inches by 3.5 inches roll-formed sections weighing 4.85 lbs./lin. ft. D. Gate Posts: 3.5 inch diameter. 1. Provide posts for supporting single gate leaf, or one leaf of a double gate installation, for nominal gate widths as follows: a. Conform to CLFMI published standards. b. For fabric height up to 6 feet:
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 3 Project No. 1-34-32
1) 2.875 inches OD Type I or II steel pipe. 2) 2.50 inches square steel tubing weighing 5.10 lbs. per lin. ft.. 3) 3.5 inches by 3.5 inches roll-formed square tube sections weighing 4.85 lbs./lin. ft.. c. For fabric height over 6 feet to 13 feet: 4.00 inches OD Type I or II steel pipe. E. Base Plate: Size as detailed on Drawings, minimum 3/16 inch thick galvanized steel plate, welded to post. Finish to match post. F. Top and Brace Rail: 1.66 inch diameter, plain end, sleeve coupled. 1. Manufacturer's longest lengths, with expansion-type couplings, approximately 6 inches long, for each joint. Provide means for attaching top rail securely to each gate corner, pull, and end post. G. Gates: 1. Gate Frame: 1.90 inch diameter for fittings and truss rod fabrication. 2. Fabricate perimeter frames of gates from metal and finish to match fence framework. Assemble gate frames by welding. Provide horizontal and vertical members to ensure proper gate operation and attachment of fabric, hardware, and accessories with additional horizontal and vertical members to insure proper gate operation. 3. Use same fabric as for fence, installed with stretcher bars and bands at vertical edges and at top and bottom edges. 4. Install diagonal cross bracing consisting of 3/8 inch diameter truss rods with drop forged steel turnbuckles where necessary to insure frame rigidity without sag or twist. 5. Swinging Gates: Meet the requirements of ASTM F900. Maximum gate leaf width 4'-0” and minimum gate width of 36 inches along path of travel and means of egress. a. Gate leaves over 6 feet high, fabricate of one of the following: 1) Type I Steel Pipe: 1.90 inch O.D. weighing 2.72 pounds per lineal foot. 2) Type II Steel Pipe: 1.90 inch O.D. weighing 2.28 pounds per lineal foot. 6. Chain Link Swing Gate: a. Swing gates single leaf minimum 3’-0” opening by height indicated on Drawings. Minimum height to match fence. b. Gate frame to be of welded construction. 1) Weld areas to be protected with zinc-rich paint per ASTM A780. c. The gate frame members are to be spaced no greater than 8’ 0” (2.44 m) apart horizontally or vertically. d. Pipe Frame: Grade 1 ASTM F1083. 1) Exterior members: 1.900 inches (48.3 mm) OD. 2) Interior members (when required): 1.660 inches (42.2 mm) OD. e. Chain link fabric to match fence system. f. Diagonal cross bracing: 3/8 inch diameter truss rods with drop forged steel turnbuckles. Provide where necessary to insure frame rigidity without sag or twist. H. Fabric: 1 inch diamond mesh interwoven wire, 9 gage, top selvage knuckle end closed, bottom selvage twisted tight.
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 4 Project No. 1-34-32
I. Tension Wire: 6 gage, 0.1620 inch thick steel, single strand. J. Tension Band: 12 gauge, 0.105 inch thick steel by 3/4 inch (19mm) formed to a minimum 300 degree profile curvature for post attachment. 1. Secure bands using minimum 5/16 inch (7.94 mm) galvanized carriage bolt and nut. K. Tension and Brace Bands: Minimum 3/4 inch wide hot-dip galvanized steel with minimum 1.2 oz. zinc coating per sq. ft. of surface area. 1. Tension Bands: Minimum 14 gage (0.074 inch) thick. 2. Tension and Brace Bands: Minimum 12 gage (0.105 inch) thick. L. Tension Strap: 3/16 x 3/4 inch thick steel per ASTM F626. 1. Galvanized steel one piece length equal to 2 inches (50 mm) less than full height of fabric. 2. Provide tension (stretcher) bars where chain link fabric is secured to the terminal post. M. Tie Wire: 9 gauge (0.148 inch (3.76 mm)) galvanized steel wire. 1. Pre-formed hog ring ties: 9 gauge (0.148 inches (3.76 mm)) galvanized steel or aluminum. Tie wire and hog rings per ASTM F626. N. Tie Wires: 12-gage (0.106 inch diameter) galvanized steel with a minimum of 0.80 oz. per sq. ft. of zinc coating of surface area in accordance with ASTM A641, Class 3 or 9-gage (0.106 inch diameter) aluminum wire alloy 1100-H14 or equal, to match fabric core material.
2.04 ACCESSORIES A. Caps: Cast steel galvanized; sized to post diameter, set screw retainer. 1. ASTM F626 galvanized pressed steel, malleable iron, or aluminum alloy weather tight closure cap for tubular posts. 2. Provide one cap for each post. a. shaped line post without top rail do not require post caps. 3. When top rail is specified provide line post loop tops to secure top rail. B. Fittings: Sleeves, bands, clips, rail ends, tension bars, fasteners and fittings; steel. 1. Rail ends: Galvanized pressed steel per ASTM F626, for connection of rails to post using a brace band. 2. Top rail sleeves: 7 inches (178 mm) galvanized steel sleeve per ASTM F626. C. Hardware for Single Swinging Gates: 180 degree hinges, 2 for gates up to 60 inches high, 3 for taller gates; fork latch with gravity drop and padlock hasp . 1. Hinges: Hot dip galvanized pressed steel or malleable iron, structurally capable of supporting gate leaf and allow opening and closing without binding. 2. Non-lift-off type hinge design shall permit gate to swing 180 degrees. 3. Latch: Stephens Pipe & Steel; Model HD23111RP RES 1-3/8 x 1-3/8 FRK. a. Latch shall permit operation from either side of gate. 4. Provide galvanized gate hold back keeper for each gate leaf over 5 feet (1524 mm) wide. a. Gate keeper shall consist of mechanical device for securing free end of gate when in full open position.
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 5 Project No. 1-34-32
D. Hardware for Double Swinging Gates: 180 degree hinges, 2 for gates up to 60 inches high, 3 for taller gates; drop bolt on inactive leaf engaging socket stop set in concrete, active leaf latched to inactive leaf preventing raising of drop bolt, padlock hasp; keepers to hold gate in fully open position. 1. Drop bolt is not to be provided or installed on exit gates. 2. Provide complete hardware set similar to single swinging gate including hold back. 3. Provide galvanized pressed steel locking latch, requiring one padlock for locking both gate leaves, accessible from either side. E. Windscreen: 1. Basis of Design manufacturer: Collins Company, Fullerton, CA (714) 870-9779, or equal. a. Substitutions: See Section 01 60 00 - Product Requirements. 2. Windscreen fabric: Closed mesh weave of 30 warp by 16 fills per square inch. a. Fiber: 5.6 ounce per square yard polypropylene fiber. b. Shade factor: 78 percent. c. Tensile strength: 360 pounds for warp and 190 pounds for fill, when tested according to ASTM D1682, grab method. d. Tear strength: 110 pounds for warp and 70 pounds for fill, when tested according to ASTM D2263, trapezoidal method. 3. Fabric fabrication: a. Reinforce hems and seams with 2-3/4 inch black polypropylene folded binding tape, with tensile strength of 300 pounds. b. Provide center reinforcing tape in addition to reinforced perimeter hems and panel seams. c. Sew hems and seams with UV light resistant polyester thread. d. Provide 9/32 inch brass grommets spaced at 12 inches on center in perimeter hems and center reinforcing tape. F. Other Fencing Accessories: Provide other pressed steel or cast iron accessories and fencing items necessary for a complete installation as required by Project conditions and as recommended by fencing manufacturer.
2.05 FINISHES A. Components (Other than Fabric): Galvanized in accordance with ASTM A123/A123M, at 1.7 oz/sq ft. B. Hardware: Hot-dip galvanized to weight required by ASTM A153/A153M. C. Accessories: Same finish as framing.
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 6 Project No. 1-34-32
PART 3 EXECUTION
3.01 PREPARATION A. Fence Layout: Lay out fencing in advance of installation, noting locations for posts, gates, operators and accessories applicable to the installation. Space line posts maximum 10 feet o.c., unless otherwise indicated. Straight runs between braced posts shall not exceed 500 feet. 1. Space line posts maximum 10 feet o.c., unless otherwise indicated. 2. Straight runs between braced posts shall not exceed 500 feet. B. Excavation: Excavate line post holes as indicated on Drawings, minimum 10 inch diameter and to a depth of not less than 30 inches for post plus 3 inches below bottom of post. 1. Excavate corner end, pull and gate posts minimum 12 inch diameter and to a depth of not less than 36 inches for post plus 3 inches below bottom of post. 2. Footing depths shall be designed conforming to CLFMI published standards, based on fabric height, wind pressure and soil types.
3.02 INSTALLATION A. Install framework, fabric, accessories and gates in accordance with ASTM F 567. 1. Install fence in compliance with chain link fence manufacturer's instructions and recommendations. Do not begin installation and erection before final grading is completed, unless otherwise permitted. 2. Footings shall be installed conforming to CLFMI published standards, based on fabric height, wind pressure and soil types. B. Place fabric on outside of posts and rails. C. Set intermediate, terminal, and gate posts plumb. D. Line Post Footing Depth Below Finish Grade: ASTM F 567. E. Corner, Gate and Terminal Post Footing Depth Below Finish Grade: ASTM F 567. F. Brace each gate and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail one bay from end and gate posts. G. Gates: Install gates plumb, level and secure. Install as recommended by fence manufacturer. Adjust hardware for smooth operation and lubricate as required. H. Provide top rail through line post tops and splice with 6 inch long rail sleeves. 1. Connect ends with sleeves forming a rigid connection, allow for expansion and contraction. I. Install center brace rail on corner gate leaves. J. Center Rails: Install mid rails between line posts and attach to post using rail end or line rail clamps. K. Bottom Rails: Install bottom rails between posts and attach to post using rail end or line rail clamps L. Do not stretch fabric until concrete foundation has cured 28 days. M. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less. 1. Adjust fabric for rigid installation.
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 7 Project No. 1-34-32
2. Tighten hardware, fasteners, and accessories. 3. Bend ends of tie wires to preclude snagging. N. Position bottom of fabric 2 inches above finished grade or paving surface. O. Fastening: Fasten all fence and gate hardware secured in place by peening or welding to allow proper operation of components, but to prevent disassembly of fencing or removal of gates. 1. Fastenings, hardware, and all other connections, which have been peened or welded, shall be covered with a heated re-galvanizing alloy. P. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers. 1. Fasten fabric to tension wires with 11-gage hog rings of same material and finish as fabric wire. 2. Leave approximately 2 inches between finish surface and bottom of selvage. Q. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips. R. Install bottom tension wire stretched taut between terminal posts. S. Do not attach the hinged side of gate to building wall; provide gate posts. T. Install gate with fabric to match fence. Install hardware. U. Provide concrete center drop to footing depth and drop rod retainers at center of double gate openings.
3.03 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch. B. Maximum Offset From True Position: 1 inch. END OF SECTION
Athletic Track and Field Improvements @ CHAIN LINK FENCES AND GATES Woodbridge High School 32 31 13 - 8 Project No. 1-34-32
SECTION 32 80 00
IRRIGATION
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation and services to complete all water supply, irrigation system and related work as shown on the Drawings and specified herein.
B. Scope of work: The general extent of the water supply and irrigation system work is shown on the Drawings and may include, but is not necessarily limited to the following: 1. Installation of looped mainline system for quick coupler watering system
C. Related sections can include, but may not be limited to: 1. Section 31 23 00 - Excavation, Backfilling and Compacting
1.02 REFERENCES AND REGULATORY REQUIREMENTS
A. American Society for Testing and Materials (ASTM) 1. B 62-85 - Standard Specifications for Composition Bronze or Ounce Metal Castings. 2. D 1784-81 - Standard Specifications for Rigid (PVC) Compounds and Chlorinated Poly (vinyl Chloride) (CPVC) Compounds. 3. D 1785-86 - Standard Specifications for (PVC) Plastic Pipe, Schedules 40 and 80. 4. D 2241-84 - Standard Specifications for PVC Pressure-Rated Pipe (SDR Series). 5. D 2564 Standard Specifications for Solvent Cements for (PVC) Plastic Pipe and Fittings. 6. F477 Specification for Elastomeric seals (gaskets) for joining plastic pipe.
B. National Sanitation Foundation (NSF), requirements for Seal of Approval.
C. Plastics Pipe Institute (PPI), recommendations for hydrostatic design stresses for PVC pipe.
D. State of California Department of Transportation Standard Specifications, Current Edition.
E. Permits and Fees: Contractor is responsible to obtain all required permits and pay all associated fees unless otherwise noted.
1.03 SUBMITTALS
A. Conform to requirements of Section 01 33 00 and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions.
B. Submit the following at the beginning of the project: 1. Four (4) copies of Materials List of all products specified. 2. Four (4) copies of the Product Data or cut sheets of all products specified. No substitutions shall be permitted without written acceptance by the District’s Representative.
C. Submit the following at project close-out: 1. Turn-over Materials: Provide one (1) each of the following to the District’s Representative: a) One (1) Quick Coupler attachment key equipped with standard thread hose bib per (5) Quick Couplers installed on the project. b) One (1) key for locking Quick Coupler covers per (5) Quick Couplers installed on the project.
1.04 RECORD DOCUMENTS
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 1
A. Comply with applicable Division One and Division Two specifications, General Conditions and/or Special Provisions.
B. Accurately record locations of all piping and equipment that varies from what is shown on the Drawings horizontally to within one (1) foot and vertically to within 0.5 feet.
1.05 QUALITY ASSURANCE
A. Unless otherwise specified, install all materials in accordance with manufacturer's recommendations.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store PVC pipe in a neat and orderly manner fully supported and protected from sunlight.
B. All equipment shall be delivered, unloaded and handled so as to protect from damage at all times.
1.07 PROJECT/SITE CONDITIONS
A. PVC shall not be cemented during wet conditions per the discretion of the District’s Representative.
B. Trench excavation and backfilling shall not be performed during excessively wet conditions per the discretion of the District’s Representative.
1.08 SEQUENCE AND SCHEDULING
A. Contractor shall be solely responsible for coordinating, sequencing and scheduling all work with all applicable trades and/or sub-contractors so as to insure proper and timely performance.
1.09 GUARANTY
A. Conform to applicable Division One and Division Two specifications, General Conditions and Special Provisions.
B. Contractor shall provide a written guaranty covering entire system against defects in installation, workmanship and equipment for a period of one year from date of Final Acceptance.
C. Contractor shall make necessary repairs to the system as well as to other work affected by defects in the system during guaranty period. Repairs shall be made at the Contractor's sole expense.
1.10 MAINTENANCE
A. Service: Contractor shall service and maintain system during specified Landscape Maintenance Period.
B. The entire irrigation system shall be under full automatic operations for a period of two days prior to any planting.
C. Final Acceptance and start of guaranty period shall occur no later than the end of the specified Landscape Maintenance Period.
PART 2 PRODUCTS
2.01 GENERAL
A. Use only new materials of brands shown on Drawings, specified herein or as acceptable to the District’s Representative.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 2
2.02 PIPE
A. PVC Pipe: Polyvinyl chloride (Type I) plastic pipe PVC 1120 and NSF approved per plan. Constant- pressure mainline piping 1-1/2 inches and smaller shall be schedule 40; constant-pressure mainline piping 2 inches to 3 inches shall be class 315 or class 200, or C900 class 200 DR 14 if the system is using recycled water. Intermittent-pressure lateral piping shall be schedule 40. Copper pipe shall be type “K”.
2.03 PVC FITTINGS
A. PVC Fittings: Polyvinyl chloride (Type I) plastic fittings 1120, Schedule 40 or Schedule 80 as may be noted in the Drawings.
B. PVC Nipples: Polyvinyl chloride (Type I) plastic fittings 1120, Schedule 80.
2.04 SWING JOINTS
A. Swing Joints for quick couplers heads shall be as per detail.
2.05 VALVES AND SENSORS (AS APPLICABLE)
A. Master Valve: (MV) As specified on Drawings.
B. Gate Valves / Ball Valves: As specified on Drawings.
B. Quick Coupling Valves: As specified on Drawings. Provide purple lid if system is designed for recycled water.
2.06 CONCRETE VALVE BOXES (AS APPLICABLE)
A. Master Valve: MV valve box shall be rectangular model equivalent to Christy N16 with N16T bolt down lid for 1" and 1-1/2" valves, N36 with N36T bolt down lid for 2” and 3" valves. Boxes shall be labeled as "Irrigation - MV" on lid.
B. Gate Valves / Ball Valves: GV valve boxes shall be round model equivalent to Christy Model G05 with G05CT locking Lid for 1" and 1-1/2" valves and G12 with G12C lid for valves 2" and larger. Boxes shall be labeled as “Irrigation – Valve” on lid.
B. Quick Coupling Valves: QCV valve boxes shall be round model equivalent to Christy Model G05T with G05CT locking Lid Boxes shall be labeled as “Irrigation – QC” on lid.
C. Valve Boxes: Valve boxes shall have locking or bolt down type lids.
D. Valve Boxes: Valve boxes shall be bolt down type lids and of a variety.
2.07 CONNECTING COMPOUNDS
A. Primer: IPS Corporation Weld-on #P-70.
B. Cement: 1. IPS Corporation Weld-on #705 low VOC PVC solvent cement for Class 200 P.V.C. or schedule 40 P.V.C. (up to 6" diameter). 2. IPS Corporation Weld-on #711 low VOC PVC solvent cement shall be used for larger pipe diameters and schedule 80 P.V.C. 3. IPS Corporation Weld-on #795 low VOC PVC solvent cement for flexible P.V.C. to rigid P.V.C. connections.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 3
2.08 ADDITIONAL MATERIALS
A. Pipe Detection Tape: "Sentry Line" three (3) inch wide, detectable, "Caution Water Line Buried Below" tape as available from Terra Tape Inc. Houston, Texas (800)-231-6074 or acceptable equal.
B. Sleeves: All sleeves shall be PVC class 200. Install sleeves in locations and at the depths shown on the drawings. Sleeves shall extend a minimum of 6” past the above hard surface for ease of location.
C. Teflon tape shall be of a variety commonly used for wrapping threaded connections.
D. Reinforced Tracer Wire: Copperhead Reinforced Tracer Wire available at Copperhead Industries, LLC. 877-726-5644.
E. Drain Rock: Shall be ¾” washed crushed virgin drain rock.
PART 3 EXECUTION
3.01 EXAMINATION
A. Prior to starting work, test and verity that water pressure levels meet the requirements specified on the Drawings. Notify the District’s Representative immediately of any discrepancies.
B. Irrigation plans are diagrammatic. Pipe lines shown parallel in the Drawings may be placed in a common trench, provided that a minimum horizontal distance of three inches (3") is maintained between buried lines.
3.02 PREPARATION
A. Contractor shall make provisions and take necessary precautions to protect existing work or features.
B. Layout: Coordinate lay-out of system with District’s Representative as necessary.
3.03 TRENCHING
A. Conform to Section 31 23 00 and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions.
B. Excavate trenches with vertical walls, uniform bottom, free of deleterious materials, and wide enough for pipes to lay side by side, fully supported on bottom. There shall be a minimum three inch (3") clearance between all pipes. 1. No lines shall be installed parallel to and directly over another line. 2. When lines must cross, the angle shall be forty-five to ninety degrees, and a minimum of three inch (3") vertical clearance shall be maintained.
C. Provide minimum coverage depths as follows: 1. Mainline: 24" in landscape areas, 30" in sleeves under paving. 2. Lateral Lines: 18" in landscape areas, 30" in sleeves under paving.
D. Hydraulic driving methods shall not be used under paved surfaces.
3.04 PIPE INSTALLATION
A. Comply with applicable Division One and Division Two specifications, General Conditions and/or Special Provisions and manufacturer's instructions.
B. Rubber Ring Seal Joint: 1. Use factory-made male end or prepare field-cut male end to exact specifications of factory-made end.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 4
2. Carefully clean bell or coupling and insert rubber ring without lubricant. Position ring carefully according to manufacturer’s specifications. 3. Lubricate male end according to manufacturer’s instructions and insert male end to specified depth. Use hands only when inserting PVC pipe.
C. Thrust Blocks: 1. Thrust blocks shall be provided on 3" and 4" main lines where specified and as necessary to resist system pressure on pressurized lines and fittings. Thrust blocks shall be concrete and the size shall be based on an average soil safe bearing load of 3,000 pounds per square foot. 2. Main lines of 3" and 4" with operating pressures of 90 PSI or more shall have mechanical restraints at all changes of flow direction. 3. Main lines 6" and larger shall have ductile iron fittings with joint restraints installed at all changes in flow direction. 4. Form thrust blocks in such a manner such that concrete comes in contact only with the fittings. Thrust blocks shall be between solid soil undisturbed and the fitting. 5. Install thrust blocks as shown in Drawings and as described above.
D. Solvent Welded Joints: 1. Assemble above ground where possible. 2. Cut square, ream, and thoroughly clean. 3. Make joint using specified primer and cement, continuously wiping off excess. 4. Allow sixty (60) minutes of set-up time before handling and twenty-four (24) hours curing before applying water pressure.
E. Threaded Joints: 1. Use Teflon tape on all pressurized, threaded plastic to plastic and plastic to steel joints. 2. Hand tighten and use only light strap-type friction wrench pressure to complete.
F. Snake pipe a minimum of one (1) additional foot per one hundred (100) feet of pipe to allow for expansion and contraction.
G. Pipe shall be installed as specified and generally as shown in Drawings.
J. Cap or plug openings as soon as pipes have been installed to prevent intrusions of debris.
K. Sleeves: 1. Install pipe sleeves where necessary, where shown and at all points where pipes pass through concrete or masonry. In footings, install sleeving that allows one inch (1") min. clearance around pipe(s). 2. Each end of sleeve shall extend a minimum of six inch (6") beyond edge of paving or structure above. Provide removable non-decaying plug or cap at each end of sleeve, to prevent earth from entering pipe.
L. Thoroughly flush system prior to installing valves and nozzles.
M. Install pipe detection tape and reinforced tracer wire above mainline.
3.05 EQUIPMENT AND INSTALLATION
A. Reduced Pressure Backflow Prevention Device: Install in accordance with local codes and as shown in Drawings.
B. Gate Valves / Ball Valves: 1. Install as shown in Drawings. 2. Gate Valves shall be installed in valve boxes to provide a minimum of 3" clearance between the highest point of the valve and the bottom of the valve box lid. 3. Gate valves shall not be installed in any area that is within the athletic field of play. All valves shall be located within valve boxes set 12" from fencing or edgebands as per details. 4. Locate all boxes a minimum of 10 feet from striping of any field of play.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 5
B. Quick Coupler Valves: 1. Install as shown in Drawings. 2. Quick Coupling Valves shall be installed in valve boxes to provide 2" clearance between the highest point of the valve cover and the bottom of the valve box lid. 3. Locate all boxes a minimum of 10 feet from striping of any field of play. 4. All quick couplers in synthetic fields shall be located against synthetic turf edgeband / curb.
3.06 FIELD QUALITY CONTROL
A. General: 1. Notify District’s Representative for the following reviews, with 2 working days minimum notice: a.) Pressure testing mains and laterals prior to installing heads. b.) Coverage test prior to planting turf shrubs and or groundcover. c.) Pre-maintenance observation prior to acceptance of installed irrigation system. d.) Final observation prior to release of project to District. 2. Contractor shall provide all equipment and personnel required to conduct tests. 3. Provide up-to-date Project Record Drawings at each review. 4. If District’s Representative is called out for review prior to the system being ready as specified, the contractor shall be back-charged for the full cost of the review.
B. Pressure Tests: 1. Do not install remote control valves, quick couplers, or any other valve assembly until testing of pressure main lines has been accepted by the District’s Representative. 2. Testing shall occur with trenches open. Small amounts of backfill between fittings shall be allowed to prevent pipe displacement. All fittings shall be visible prior to testing. 3. Test all pressure supply lines under hydrostatic pressure of 125 p.s.i. minimum. Pipe shall hold pressure for a period of six (6) consecutive hours with no more than five (5) p.s.i. loss in order to pass test. 4. Lateral lines shall be tested under full line pressure for a period of one (1) hour prior to backfilling. Cap all heads and center load pipe between fittings prior to testing. 5. Correct all deficiencies revealed by tests to the satisfaction of the District’s Representative.
C. System Flushing: 1. After sprinkler pipe lines and risers are in place and connected, and prior to installation of automatic valves, quick couplers, and sprinkler nozzles, thoroughly flush all lines with water to completely clean lines of debris. 2. Install sprinkler nozzles only after lines have been flushed to the satisfaction of the District’s Representative.
3.07 BACKFILLING
A. General: 1. Backfill only after specified tests have been performed and accepted. 2. Clean trenches of all debris and deleterious material before backfilling. 3. Backfill, as shown in Drawings, with native material granular in nature and free from deleterious material. Install pipe detection tape over entire run of mainline as shown in Drawings. 4. Compact trenching to 95% relative density under pavement and 85% relative density within planting areas. 5. Dress off and compact trench surfaces with finish grade in a manner to ensure no settling of trenches will occur.
3.08 ADJUSTING
A. Adjust and balance system to eliminate over spray and fogging/misting and as directed by District’s Representative.
3.09 DEMONSTRATION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 6
A. Instruct District’s personnel in complete and proper operation and maintenance of system prior to Final Acceptance.
3.10 FINAL REVIEW
A. Provide District’s Representative with all Record Drawing submittals, turn-over materials, salvaged items and warranty requirements prior to Final Review.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 32 80 00 - 7
SECTION 33 40 00
STORM DRAINAGE
PART 1 GENERAL
1.01 SUMMARY
A. Furnish all labor, materials, equipment, facilities, transportation and services to complete all storm drainage system improvements and related work as shown on the Drawings and/or specified herein.
B. Scope of work: The general extent of the drainage work is shown on the Drawings and includes, but is not necessarily limited to, the following: 1. Storm drainage system installation
C. Related sections can include, but may not be limited to: 1. Section 01 33 00 - Submittals 2. Section 01 78 39 - Project Record Drawings 3. Section 12 93 00 - Site Furnishings 4. Section 31 20 00 - Earthwork 5. Section 31 23 00 - Excavation, Backfilling and Compaction 6. Section 32 11 00 - Base Courses 7. Section 32 12 16 - Asphalt Concrete Paving 8. Section 32 13 13 - Portland Cement Concrete
1.02 REGULATORY REQUIREMENTS AND REFERENCES
A. State of California Department of Transportation Standard Specifications, Current Edition.
B. California Building Code, Current Edition.
1.03 SUBMITTALS
A. Submit cut-sheets or samples of all products to be used in conformance with Section 01 33 00 Submittals and/or applicable Division One and Division Two specifications, General Conditions and Special Provisions.
B. Record Drawings: 1. Conform to Section 01 78 39 - Project Record Drawings. 2. Accurately record location of new piping, drain structures, and connections to existing systems using horizontal dimensions, elevations, inverts and slope gradients as applicable.
1.04 QUALITY ASSURANCE
A. Control of Work: Conform to Section 5 of the Standard Specifications.
B. Control of Materials: Conform to Section 6 of the Standard Specifications.
1.05 PROTECTION OF PROJECT SITE
A. Make provisions for, and take the necessary precautions to protect existing and new work from damage during entire life of project.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 33 40 00 - 1
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store pipe neatly and orderly, stacked and blocked to prevent damage. Cracked, checked, spalled or otherwise damaged pipe shall be removed from site.
B. Use of chain slings shall not be permitted.
C. All piping, fittings and related materials shall be carefully handled at all times.
D. All pipelines, fittings and drainage structures shall be kept clean and closed during construction.
1.07 PROJECT/SITE CONDITIONS
A. Work of this section shall not be executed when site conditions are detrimental to quality of work as determined by the District’s Representative.
1.08 SEQUENCING AND SCHEDULING
A. Coordinate work of this section with all other work contained in the Contract Documents.
PART 2 PRODUCTS
2.01 PIPE AND FITTINGS
A. All pipe and fittings shall be clearly and permanently marked to identify manufacturer, type, class, or schedule and NSF approval as applicable.
B. Corrugated High Density Polyethylene (CHDPE) Pipe (Perforated and Solid - Dual Wall) 1. High-density polyethylene perforated corrugated pipe with an integrally formed smooth waterway. Nominal sizes shall have a full circular cross-section, with an outer corrugated pipe wall and an essentially smooth inner wall (waterway). Corrugations may be either annular or spiral. All sizes shall conform to the AASHTO classification "Type S". Pipe manufacturer for this specification shall comply with the requirements for test methods, dimensions, and markings found in AASHTO Designations M252 and M294. Pipe and fittings shall be made from virgin PE compounds which conform with the requirements of cell class 324420C as defined and described in ASTM D 3350. a. The minimum parallel plate stiffness values when tested in accordance with ASTM D2412 shall be as follows: Diameter Pipe Stiffness 4 inch (100 mm) 50 psi (340 kPa) 6inch (150 mm) 50 psi (340 kPa) 8 inch (200 mm) 50 psi (340 kPa) 10 inch (250 mm) 50 psi (340 kPa) 12 inch (300 mm) 50 psi (340 kPa) 15 inch (375 mm) 42 psi (290 kPa)
2. The fittings shall not reduce or impair the overall integrity or function of the pipeline. Common corrugated fittings include in-line joint fittings, such as couplers and reducers, and branch or complimentary assembly fittings such as “tees”, “wyes”, and end caps. These fittings may be installed by various methods, such as snap-on, screw-on, bell and spigot, and wrap around. Couplings shall provide sufficient longitudinal strength to preserve pipe alignment and prevent separation at the joints. Only fittings supplied or recommended by the pipe manufacturer shall be used. Where designated on the plans and as required by the manufacturer, a neoprene or rubber gasket shall be supplied. Installation of the pipe specified above shall be in accordance with ASTM Recommended Practice D2321 as covered elsewhere in these specifications. . Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 33 40 00 - 2
3. Corrugated Polyethylene Pipe shall be N-12 drainage pipe as manufactured by Advanced Drainage Systems, Inc. or approved equal.
C. Flat Panel Pipe: Shall be 12-inch Advantedge as available from ADS, Ph: (510) 913-2211. Contact name is Jim Winslow. All fittings, adaptors, and couplers shall be Advantedge components.
D. Slit Trench Drain for Track: Shall be System 3000 Slot Channel Drain as supplied by ACO Polymer Products, Inc. Contact name is Chris Hastings, ph: (888) 490-9552. Contractor to provide appropriate end connections and System 3000 Part #5625 in-line catch basin with in-line trash bucket and outlet connections. H. All perforated drain lines shall be CHDPE pipe.
2.02 DRAINAGE STRUCTURES (as applicable)
A. Catch Basins/ Junction Boxes: 1. 18-inch basins shall be as supplied by Oldcastle (with lockable round grate), or acceptable equivalent product. Note that this grate is not ADA compliant and shall not be used in pedestrian hardscape areas. 2. 24-inch basins shall be CB24 as supplied by Oldcastle (with ADA lockable round grate), or acceptable equivalent product. 3. Grates in paved walkway areas shall have grates that conform to ADA Regulations. 4. All catch basins to have locking mechanism or screw down grate to frame. 5. Provide two grade rings at each catch basin.
B. Extensions: Provide box extensions, junction boxes and grade rings compatible with structures as necessary to finish at the proper elevation and to facilitate future elevation adjustments as noted below.
C. Clean Outs: Shall be as shown or noted in the Drawings.
D. Perforated Subdrain: Shall be as shown or noted in the Drawings
E. Slit Trench Drain for Track: Shall be System 3000 Slot Channel Drain as supplied by ACO Polymer Products, Inc. Contact name is Chris Hastings, ph: (888) 490-9552. Contractor to provide appropriate end connections and System 3000 Part #5625 in-line catch basin with in-line trash bucket and outlet connections.
2.03 MISCELLANEOUS MATERIALS (as applicable)
A. Permeable field rock and subdrain trench drain rock beneath synthetic turf area: Refer to Specification Section 32 18 14.
B. Filter Fabric Fasteners: Metal clip type staple.
C. Mortar: Shall conform to all applicable sections of the Standard Specifications. Mixture shall be a 1:2 Portland Cement to sand mixture with a minimum of water.
D. Reinforcing bars: Refer to Section 32 13 13.
E. Minor concrete: Refer to Section 32 13 13.
F. Structural Adhesives for Manholes, Catch Basins, and Junction Boxes: Shall be Ramnek or equivalent product. Available thru multiple suppliers.
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 33 40 00 - 3
PART 3 EXECUTION
3.01 PIPE LAYING
A. General: Pipe shall be installed per manufacturers’ instructions and in conformance with the Contracts Documents.
B. CHDPE Pipe: 1. Pipe shall be installed with a minimum cover under the H-20 live load = 12 inches to the top of subgrade elevation. 2. Minimum compaction for pipe subject to H-20 live load is 90% per Section 19, Standard Specifications. 3. CHDPE pipe shall be laid and jointed in accordance with generally accepted practice and the following provisions to provide the required work.
C. Flat Panel Piping: 1. Install per the layout indicated on the Drawings and in strict compliance with Manufacturer’s written recommended installation instructions. Contractor shall exercise caution to not crush or damage the piping during installation of the permeable rock base.
3.02 DRAINAGE STRUCTURES
A. General: Set rim or cover elevations to specified grades utilizing a minimum of two grade rings (or extensions) at top of drainage structure to facilitate potential elevation adjustments in the future.
B. Catch Basins / Junction Boxes: Install as shown in the Drawings and as follows: 1. Excavate as required. 2. Set on firm, unyielding base. Set on compacted select backfill material if directed by District’s Representative. 3. Prefabricated units not having a bottom shall be set on a poured-in-place concrete slab with smooth trowel finish. Mortar and properly seal unit to slab, making a water tight connection. 4. Install pipe inlets and outlets to specified elevations. Grout and/or seal all joints to a watertight condition with material per manufacturer’s recommendation.
C. Trench Drains: Install as shown in the Drawings and per the tolerances outlined in the specifications, and in accordance with the manufacturer’s written recommendations.
D. Cleanouts: Install as shown in the Drawings.
3.03 FIELD QUALITY CONTROL
A. The District’s Representative shall review and accept work at the following stages: 1. Excavated trench with bedding in place prior to any pipe being laid. 2. Pipe laid prior to backfilling. Any pipe covered prior to review and acceptance shall be uncovered and re-backfilled at contractor's expense. 3. Drainage device location and pipe connection. 4. New drainage system shall be flood tested and clean of debris.
END OF SECTION
Woodbridge High School Athletic Track and Field Improvements Verde Design JOB NO. 1903900 33 40 00 - 4