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St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 Division Section Title Pages SPECIFICATIONS GROUP General Requirements Subgroup DIVISION 01 - GENERAL REQUIREMENTS 011000 SUMMARY 1 012100 ALLOWANCES 1 012500 SUBSTITUTION PROCEDURES 1 012600 CONTRACT MODIFICATION PROCEDURES 1 012900 PAYMENT PROCEDURES 1 013100 PROJECT MANAGEMENT AND COORDINATION 1 013233 PHOTOGRAPHIC DOCUMENTATION 1 013300 SUBMITTAL PROCEDURES 1 014000 QUALITY REQUIREMENTS 1 014200 REFERENCES 1 015000 TEMPORARY FACILITIES AND CONTROLS 1 016000 PRODUCT REQUIREMENTS 1 017300 EXECUTION 1 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1 017900 DEMONSTRATION AND TRAINING 1 Site and Infrastructure Subgroup DIVISION 31 - EARTHWORK 311000 SITE CLEARING 1 312000 EARTH MOVING 1 DIVISION 32 - EXTERIOR IMPROVEMENTS 322000 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 1 329113 SOIL PREPARATION 1 329200 TURF AND GRASSES 1 END OF TABLE OF CONTENTS SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUMMARY 011000 - 1 SECTION 011000 - SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents 3. Access to site. 4. Coordination with occupants. 5. Owner-furnished products 6. Coordination with occupants 7. Work restrictions. 8. Specification and drawing conventions. 9. Miscellaneous provisions. B. Related Requirements: 1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 PROJECT INFORMATION A. Project Identification: St. Croix Educational Complex High School Track and Field Renovation Project B. Project Location: 5A-5C VI Corp. Land, St. Croix, Virgin Islands, St. Croix, Virgin Islands 00802 C. Owner: The Virgin Islands Department of Education. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUMMARY 011000 - 2 1. Owner's Representative: Hon. Donna Frett Gregory, Commissioner, Virgin Islands Department of Education, 1834 Kongen’s Gade, St. Thomas, V.I., 00802-6746. Telephone: 340/774-0100. D. Architect: The deJongh Group, PC, Architects, 2200 Estate Staabi, St. Thomas, Virgin Islands, 00802. Telephone: 340/774-8035. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: 1. The furnishing all labor, material and equipment required to layout, reestablish the horizontal and vertical alignment of the existing track and the deficiencies thereof; remove the existing resilient running surface material, and re-grade and install a new NCAA compliant 8-lane, Equal Quadrant running track over the existing track, with a new asphaltic levelling layer and base surface, and a full-poured, cushioned, athletic running surfacing and track and field drainage along the inboard edge of the new track. A new football field, and field-event facilities, equipment, appurtenances and components for track and field-related events to be located in and around the running track and at both ends of the football field, in accordance with NCAA standards and requirements along with other project components in accordance with the design drawings prepared for the project by the deJongh Group, PC, Architects; the work also includes the removal and replacement and/or the necessary adjustment to the existing outer concrete curb to re-align it vertically and horizontally with the revisions an alignment of the adjusted track. The existing concrete apron which connects to the track curb will require adjusting so that the new track and curb blends gradually into the existing bleacher apron and sidewalk. 2. Installation of a new football field with proper subfield drainage connected to a new, onsite drainage pond and a new irrigation system designed to meet the needs of the playing field turf grass installed by hydro-seeding, along with conforming to the limitations of the existing, available water supply, on a delegated design basis by the proposed irrigation system vendor. 3. Upgrading of a the existing, four-position, track and field lighting system by re-using the existing poles, standards and replacing the existing fixtures with new fixtures by the same manufacturer to provide an increased lighting level of 500 LUX in accordance with NCAA standards and requirements will be installed and connected to available existing electrical power sources located on the field adjacent to the track. 4. Retaining of existing bleachers to continue to provide seating for student/spectators. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUMMARY 011000 - 3 5. Adding a new ADA Compliant Toilet Rest/room Facility to the North of the existing Bleachers. The New Restroom Facilities will discharge into a new 2,200 Gallon Septic tank and a 2,800 SF drainage field. 6. Adding a new water supply line to bring potable water to the new Restroom Facility and Irrigation system. 7. And, other such tasks, elements and components as may be needed to complete the installation as required. B. Type of Contract: 1. The Project will be constructed under a single prime contract. 1.5 ACCESS TO SITE A. General: Contractor shall develop a Work Plan and Schedule for approval of the Architect and Owner which shall provide for the use of Project site for construction operations during construction period. B. Contractor is directed to take note of the inclusion of an Earthwork Stockpile area into the project scope, intended to provide the project with a convenient staging/stockpile area to facilitate the ease, efficiency and economy of the Contractors onsite operation. C. Contractor shall stage the sequences of the Work to maximize the efficiency and economy of the operation, especially with regards to earth moving and coordinating with trenching and backfill for the installation of layered sub grade utilities and systems such as for drainage, irrigation, erosion control methods, outdoor lighting system buried conduit runs, final grading and installation and maintenance of athletic field turf grasses. D. Use of Site: Limit use of Project site to work in areas within the Contract limits as will be defined in contractor’s proposed Work Plan referred to above. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Driveways, Walkways and Entrances: Keep driveways, parking areas, loading and school bus maneuvering, pick up and drop off areas, and entrances serving premises clear and available to Owner, Owner's employees, school buses and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. E. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weather-tight condition throughout construction period. Repair damage caused by construction operations. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUMMARY 011000 - 4 F. Control storm runoff and erosion caused by trenching, re-grading and excavation and by stacking and stockpiling of excavation spoils to insure against damage, spoiling, soiling and contamination of existing buildings, playing fields, walkways and parking areas, as well as adjoining and adjacent properties. 1.6 COORDINATION WITH OCCUPANTS A. Full Owner Occupancy: Owner will occupy site and building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction. 2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations. 1.7 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Architect and Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Notify Architect and Owner not less than two days in advance of proposed disruptive operations. 2. Obtain Owner's written permission before proceeding with disruptive operations. D. Nonsmoking Building: Smoking is not permitted within the building or within project sites. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUMMARY 011000 - 5 E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted. F. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times. G. Employee Screening: Comply with Owner's requirements for US Immigration, drug and background screening of Contractor personnel working on Project site. 1. Maintain list of approved screened personnel with Owner's representative. 1.8 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings. 3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 011000 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 ALLOWANCES 012100 - 1 SECTION 012100 - ALLOWANCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements governing allowances. 1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order. B. Types of allowances include the following: 1. Lump-sum allowances. 2. Quantity allowances. 3. Contingency allowances. 4. Testing and inspecting allowances. C. Related Requirements: 1. Section 012200 "Unit Prices" for procedures for using unit prices. 2. Section 014000 "Quality Requirements" for procedures governing the use of allowances for testing and inspecting. 1.3 SELECTION AND PURCHASE A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work. C. Purchase products and systems selected by Architect from the designated supplier. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 ALLOWANCES 012100 - 2 1.4 ACTION SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders. 1.5 INFORMATIONAL SUBMITTALS A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance. B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance. C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work. 1.6 COORDINATION A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation. 1.7 LUMP-SUM AND QUANTITY ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site. B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance. C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted. 1. If requested by Architect, retain and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed. 1.8 CONTINGENCY ALLOWANCES A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 ALLOWANCES 012100 - 3 B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs. C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins. D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. 1.9 TESTING AND INSPECTING ALLOWANCES A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results. B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum. C. Costs of services not required by the Contract Documents are not included in the allowance. D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order. 1.10 ADJUSTMENT OF ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses0, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 ALLOWANCES 012100 - 4 B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit. 1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents. 2. No change to Contractor's indirect expense is permitted for selection of higher- or lower- priced materials or systems of the same scope and nature as originally indicated. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement. 3.2 PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work. 3.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Lump-Sum Allowance: Include the sum of $47,500 for furnishing and installing turf grass by the hydroseeding method on the athletic field and immediately surrounding the track outer limits of the track as shown on the drawings. 1. This allowance includes material cost, receiving, handling, and installation, and Contractor overhead and profit. B. Allowance No 2: Contingency Allowance: Include a contingency allowance of $25,000.00 for use according to Owner's written instructions. C. Allowance No. 3: Testing and Inspection Allowance: Include the sum of $5,500.00 for materials testing concrete to be provided by Owner as specified in Specificatons. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 ALLOWANCES 012100 - 5 END OF SECTION 012100 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBSTITUTION PROCEDURES 012500 - 1 SECTION 012500 - SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. B. Related Requirements: 1. Section 012100 "Allowances" for products selected under an allowance. 2. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers. 1.3 DEFINITIONS A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. 1.4 ACTION SUBMITTALS A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Substitution Request Form: Use CSI Form 13.1A. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBSTITUTION PROCEDURES 012500 - 2 a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES. j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. k. Cost information, including a proposal of change, if any, in the Contract Sum. l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 7 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBSTITUTION PROCEDURES 012500 - 3 1.5 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. 1.6 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. PART 2 - PRODUCTS 2.1 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 7 days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Architect will consider requests for substitution if received within 30 days after the Notice of Award. Requests received after that time may be considered or rejected at discretion of Architect. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBSTITUTION PROCEDURES 012500 - 4 will return requests without action, except to record noncompliance with these requirements: a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. b. Requested substitution does not require extensive revisions to the Contract Documents. c. Requested substitution is consistent with the Contract Documents and will produce indicated results. d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule. f. Requested substitution has received necessary approvals of authorities having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty. j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. PART 3 - EXECUTION (Not Used) END OF SECTION 012500 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 CONTRACT MODIFICATION PROCEDURES 012600 - 1 SECTION 012600 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for handling and processing Contract modifications. B. Related Requirements: 1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award. 1.3 MINOR CHANGES IN THE WORK A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions." 1.4 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request or 14 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 CONTRACT MODIFICATION PROCEDURES 012600 - 2 b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. e. Quotation Form: Use CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail." B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect. 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. 6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified. 7. Proposal Request Form: Use[CSI Form 13.6A, "Change Order Request (Proposal)," with attachments CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail." 1.5 ADMINISTRATIVE CHANGE ORDERS A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances. B. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 CONTRACT MODIFICATION PROCEDURES 012600 - 3 1.6 CHANGE ORDER PROCEDURES A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document. 1.7 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: Architect Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 012600 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PAYMENT PROCEDURES 012900 - 1 SECTION 012900 - PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Requirements: 1. Section 012100 "Allowances" for procedural requirements governing the handling and processing of allowances. 2. Section 012200 "Unit Prices" for administrative requirements governing the use of unit prices. 3. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 4. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule. 1.3 DEFINITIONS A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule. 1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following: a. Application for Payment forms with continuation sheets. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PAYMENT PROCEDURES 012900 - 2 b. Submittal schedule. c. Items required to be indicated as separate activities in Contractor's construction schedule. 2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment. B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the schedule of values: a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange schedule of values consistent with format of AIA Document G703. 3. Arrange the schedule of values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value of the following, as a percentage of the Contract Sum to nearest one- hundredth percent, adjusted to total 100 percent. 1) Labor. 2) Materials. 3) Equipment. 4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum. 5. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 6. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PAYMENT PROCEDURES 012900 - 3 a. Differentiate between items stored on-site and items stored off-site. If required, include evidence of insurance. 7. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 8. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. 9. Purchase Contracts: Provide a separate line item in the schedule of values for each purchase contract. Show line-item value of purchase contract. Indicate owner payments or deposits, if any, and balance to be paid by Contractor. 10. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option. 11. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Times: Submit Application for Payment to Architect by the <Insert day> of the month. The period covered by each Application for Payment is one month, ending on the [last day of the month] <Insert specific day of the month>. 1. Submit draft copy of Application for Payment seven days prior to due date for review by Architect. D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PAYMENT PROCEDURES 012900 - 4 E. Application for Payment Forms: Use forms provided by Owner for Applications for Payment. Sample copies are included in Project Manual. F. Application for Payment Forms: Use forms acceptable to Architect Construction Manager and Owner for Applications for Payment. Submit forms for approval with initial submittal of schedule of values. G. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made. 2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment. 3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. 4. Indicate separate amounts for work being carried out under Owner-requested project acceleration. H. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site. 1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials. 2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials. 3. Provide summary documentation for stored materials indicating the following: a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment. b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment. c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment. I. Transmittal: Submit five signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PAYMENT PROCEDURES 012900 - 5 J. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit conditional final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner. K. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application. 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit conditional final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Waiver Forms: Submit executed waivers of lien on forms, acceptable to Owner. L. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of values. 3. Contractor's construction schedule (preliminary if not final). 4. Combined Contractor's construction schedule (preliminary if not final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor. 5. Products list (preliminary if not final). 6. Schedule of unit prices. 7. Submittal schedule (preliminary if not final). 8. List of Contractor's staff assignments. 9. List of Contractor's principal consultants. 10. Copies of building permits. 11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 12. Initial progress report. 13. Report of preconstruction conference. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PAYMENT PROCEDURES 012900 - 6 14. Certificates of insurance and insurance policies. 15. Performance and payment bonds. 16. Data needed to acquire Owner's insurance. M. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work. N. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 012900 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 1 SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General coordination procedures. 2. Coordination drawings. 3. Requests for Information (RFIs). 4. Project Web site. 5. Project meetings. B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor. C. Related Requirements: 1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule. 2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points. 3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract. 4. Section 019113 "General Commissioning Requirements" for coordinating the Work with Owner's Commissioning Authority. 1.3 DEFINITIONS A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 2 1.4 INFORMATIONAL SUBMITTALS A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use CSI Form 1.5A. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project. 1. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. 1.5 GENERAL COORDINATION PROCEDURES A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its operations with operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 3 C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's construction schedule. 2. Preparation of the schedule of values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. E. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste. 1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property. 1.6 COORDINATION DRAWINGS A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity. 1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable: a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components. b. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 4 information and resolution of conflicts between installed components before submitting for review. c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. e. Show location and size of access doors required for access to concealed dampers, valves, and other controls. f. Indicate required installation sequences. g. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. B. Coordination Drawing Organization: Organize coordination drawings as follows: 1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work. 2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components. 3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment. 4. Structural Penetrations: Indicate penetrations and openings required for all disciplines. 5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items. 6. Mechanical and Plumbing Work: Show the following: a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems. b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. c. Fire-rated enclosures around ductwork. 7. Electrical Work: Show the following: a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 5 b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire- alarm locations. c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations. d. Location of pull boxes and junction boxes, dimensioned from column center lines. 8. Fire-Protection System: Show the following: a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 9. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit. 10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures." C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements: 1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings. 2. File Preparation Format: DWG, DXF Version, operating in Microsoft Windows operating system. 3. File Submittal Format: Submit or post coordination drawing files using format same as file preparation format or Portable Data File (PDF) format. 4. Architect will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files. a. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings. 1.7 REQUESTS FOR INFORMATION (RFIs) A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 6 B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: 1. Project name. 2. Project number. 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches. C. RFI Forms: AIA Document G716. 1. Attachments shall be electronic files in Adobe Acrobat PDF format. D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures." SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 7 a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within [10] days of receipt of the RFI response. E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Use CSI Log Form 13.2B. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were returned without action or withdrawn. 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect and Construction Manager within seven days if Contractor disagrees with response. 1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. 1.8 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting. B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than [15] days after execution of the Agreement. 1. Conduct the conference to review responsibilities and personnel assignments. 2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 8 parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 3. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing and long-lead items. d. Designation of key personnel and their duties. e. Lines of communications. f. Procedures for processing field decisions and Change Orders. g. Procedures for RFIs. h. Procedures for testing and inspecting. i. Procedures for processing Applications for Payment. j. Distribution of the Contract Documents. k. Submittal procedures. l. Preparation of record documents. m. Use of the premises and existing building. n. Work restrictions. o. Working hours. p. Owner's occupancy requirements. q. Responsibility for temporary facilities and controls. r. Procedures for moisture and mold control. s. Procedures for disruptions and shutdowns. t. Construction waste management and recycling. u. Parking availability. v. Office, work, and storage areas. w. Equipment deliveries and priorities. x. First aid. y. Security. z. Progress cleaning. 4. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect, of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 9 c. Related RFIs. d. Related Change Orders. e. Purchases. f. Deliveries. g. Submittals. h. Review of mockups. i. Possible conflicts. j. Compatibility requirements. k. Time schedules. l. Weather limitations. m. Manufacturer's written instructions. n. Warranty requirements. o. Compatibility of materials. p. Acceptability of substrates. q. Temporary facilities and controls. r. Space and access limitations. s. Regulations of authorities having jurisdiction. t. Testing and inspecting requirements. u. Installation procedures. v. Coordination with other work. w. Required performance results. x. Protection of adjacent work. y. Protection of construction and personnel. 3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. 4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information. 5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 30 days prior to the scheduled date of Substantial Completion. 1. Conduct the conference to review requirements and responsibilities related to Project closeout. 2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following: a. Preparation of record documents. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 10 b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance. c. Submittal of written warranties. d. Requirements for preparing operations and maintenance data. e. Requirements for delivery of material samples, attic stock, and spare parts. f. Requirements for demonstration and training. g. Preparation of Contractor's punch list. h. Procedures for processing Applications for Payment at Substantial Completion and for final payment. i. Submittal procedures. j. Coordination of separate contracts. k. Owner's partial occupancy requirements. l. Installation of Owner's furniture, fixtures, and equipment. m. Responsibility for removing temporary facilities and controls. 4. Minutes: Entity conducting meeting will record and distribute meeting minutes. E. Progress Meetings: Conduct progress meetings at biweekly. 1. Coordinate dates of meetings with preparation of payment requests. 2. Attendees: In addition to representatives of Owner, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Resolution of BIM component conflicts. 4) Status of submittals. 5) Deliveries. 6) Off-site fabrication. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 11 7) Access. 8) Site utilization. 9) Temporary facilities and controls. 10) Progress cleaning. 11) Quality and work standards. 12) Status of correction of deficient items. 13) Field observations. 14) Status of RFIs. 15) Status of proposal requests. 16) Pending changes. 17) Status of Change Orders. 18) Pending claims and disputes. 19) Documentation of information for payment requests. 4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. F. Coordination Meetings: Conduct Project coordination meetings at biweekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences. 1. Attendees: In addition to representatives of Owner, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meetings shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of the previous coordination meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to combined Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Schedule Updating: Revise combined Contractor's construction schedule after each coordination meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. c. Review present and future needs of each contractor present, including the following: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects February 2013 PROJECT MANAGEMENT AND COORDINATION 013100 - 12 1) Interface requirements. 2) Sequence of operations. 3) Resolution of BIM component conflicts. 4) Status of submittals. 5) Deliveries. 6) Off-site fabrication. 7) Access. 8) Site utilization. 9) Temporary facilities and controls. 10) Work hours. 11) Hazards and risks. 12) Progress cleaning. 13) Quality and work standards. 14) Change Orders. 3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 013100 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PHOTOGRAPHIC DOCUMENTATION 013233 - 1 SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. 2. Periodic construction photographs. 3. Final completion construction photographs. 4. Preconstruction video recordings. 5. Periodic construction video recordings. 6. Web-based construction photographic documentation. B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting photographic documentation. 2. Section 017700 "Closeout Procedures" for submitting photographic documentation as project record documents at Project closeout. 3. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. 4. Section 311000 "Site Clearing" for photographic documentation before site clearing operations commence. 1.3 ALLOWANCES A. Costs: Photographic documentation services are included under the cash allowance for construction photographic services established in Section 012100 "Allowances." 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For photographer. B. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph, and/or video recording. Indicate elevation or story of construction. Include same information as corresponding photographic documentation. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PHOTOGRAPHIC DOCUMENTATION 013233 - 2 C. Digital Photographs: Submit image files within three days of taking photographs. 1. Digital Camera: Minimum sensor resolution of 8 megapixels. 2. Format: Minimum [3200 by 2400] pixels, in unaltered original files, with same aspect ratio as the sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file. 3. Identification: Provide the following information with each image description in file metadata tag: a. Name of Project. b. Name and contact information for photographer. c. Name of Architect. d. Name of Contractor. e. Date photograph was taken. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction. g. Unique sequential identifier keyed to accompanying key plan. D. Construction Photographs: Submit two prints of each photographic view within seven days of taking photographs. 1. Format: 8-by-10-inch (203-by-254-mm) smooth-surface matte prints on single-weight, commercial-grade photographic paper; punched for standard three-ring binder. 2. Identification: On back of each print, provide an applied label or rubber-stamped impression with the following information: a. Name of Project. b. Name and contact information for photographer. c. Name of Architect. d. Name of Contractor. e. Date photograph was taken if not date stamped by camera. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction. g. Unique sequential identifier keyed to accompanying key plan. E. Video Recordings: Submit video recordings within [seven] <Insert number> days of recording. 1. Submit video recordings in digital video disc format acceptable to Architect. 2. Identification: With each submittal, provide the following information: a. Name of Project. b. Name and address of photographer. c. Name of Architect. d. Name of Contractor. e. Date video recording was recorded. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PHOTOGRAPHIC DOCUMENTATION 013233 - 3 f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction. g. Weather conditions at time of recording. 1.5 QUALITY ASSURANCE A. Photographer Qualifications: An individual who has been regularly engaged as a professional photographer of construction projects for not less than three years. B. Web-Based Photographic Documentation Service Provider: A firm specializing in providing photographic equipment, Web-based software, and related services for construction projects, with record of providing satisfactory services similar to those required for Project. 1.6 USAGE RIGHTS A. Obtain and transfer copyright usage rights from photographer to Owner for unlimited reproduction of photographic documentation. PART 2 - PRODUCTS 2.1 PHOTOGRAPHIC MEDIA A. Digital Images: Provide images in JPG format, produced by a digital camera with minimum sensor size of [8] <Insert number> megapixels, and at an image resolution of not less than [3200 by 2400] <Insert resolution> pixels. B. Digital Video Recordings: Provide high-resolution, digital video disc[ in format acceptable to Architect]. PART 3 - EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS A. Photographer: Engage a qualified photographer to take construction photographs. B. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. 1. Maintain key plan with each set of construction photographs that identifies each photographic location. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PHOTOGRAPHIC DOCUMENTATION 013233 - 4 C. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software. 1. Date and Time: Include date and time in file name for each image. D. Preconstruction Photographs: Before commencement of excavation, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Architect. 1. Flag [excavation areas] [construction limits] before taking construction photographs. 2. Take 20 photographs to show existing conditions adjacent to property before starting the Work. 3. Take 20 photographs of existing buildings either on or adjoining property to accurately record physical conditions at start of construction. 4. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements. E. Periodic Construction Photographs: Take 20 photographs weekly, with timing each month adjusted to coincide with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken. F. Architect-Directed Construction Photographs: From time to time, Architect will instruct photographer about number and frequency of photographs and general directions on vantage points. Select actual vantage points and take photographs to show the status of construction and progress since last photographs were taken. G. Final Completion Construction Photographs: Take [20] color photographs after date of Substantial Completion for submission as project record documents. Architect will inform photographer of desired vantage points. 1. Do not include date stamp. END OF SECTION 013233 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 1 SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Requirements: 1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the schedule of values. 2. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule. 3. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance manuals. 4. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. 5. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 2 D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format. 1.4 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. 4. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. g. Scheduled date of fabrication. h. Scheduled dates for purchasing. i. Scheduled dates for installation. j. Activity or event number. 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals. 1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 3 a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. b. Contractor shall execute a data licensing agreement in the form of AIA Document C106, Digital Data Licensing Agreement. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow [10] days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow [10] days for review of each resubmittal. D. Paper Submittals: Place a permanent label or title block on each submittal item for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately [6 by 8 inches (150 by 200 mm)] on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information for processing and recording action taken: a. Project name. b. Date. c. Name of Architect. d. Name of Contractor. e. Name of subcontractor. f. Name of supplier. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 4 g. Name of manufacturer. h. Submittal number or other unique identifier, including revision identifier. 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A). i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. l. Other necessary identification. 4. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect[ and Construction Manager] will [return without review] [discard] submittals received from sources other than Contractor. a. Transmittal Form for Paper Submittals: Use [AIA Document G810] [CSI Form 12.1A] [facsimile of sample form included in Project Manual]. b. Transmittal Form for Paper Submittals: Provide locations on form for the following information: 1) Project name. 2) Date. 3) Destination (To:). 4) Source (From:). 5) Name and address of Architect. 6) Name of Contractor. 7) Name of firm or entity that prepared submittal. 8) Names of subcontractor, manufacturer, and supplier. 9) Category and type of submittal. 10) Submittal purpose and description. 11) Specification Section number and title. 12) Specification paragraph number or drawing designation and generic name for each of multiple items. 13) Drawing number and detail references, as appropriate. 14) Indication of full or partial submittal. 15) Transmittal number, numbered consecutively. 16) Submittal and transmittal distribution record. 17) Remarks. 18) Signature of transmitter. E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 5 1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A). 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. F. Options: Identify options requiring selection by Architect. G. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect[ and Construction Manager] on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 6 1. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies. 2. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Architect will not return copies. 3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated. b. Provide a notarized statement on original paper copy certificates and certifications where indicated. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information. 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file. b. Three paper copies of Product Data unless otherwise indicated. Architect will return two copies. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 7 C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on Architect's digital data drawing files is otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least [8-1/2 by 11 inches (215 by 280 mm), but no larger than 30 by 42 inches (750 by 1067 mm)] . 3. Submit Shop Drawings in the following format: a. PDF electronic file. b. [Two] opaque (bond) copies of each submittal. Architect[, through Construction Manager,] will return [one] <Insert number> copy(ies). c. [Three] <Insert number> opaque copies of each submittal. Architect[ and Construction Manager] will retain [two] <Insert number> copies; remainder will be returned. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable Specification Section. e. Specification paragraph number and generic name of each item. 3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record. 4. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 8 a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit [one] <Insert number> full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect[, through Construction Manager,] will return submittal with options selected. 6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit three sets of Samples. Architect will retain [two] Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record sample. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. 5. Submit product schedule in the following format: a. PDF electronic file. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 9 b. Three paper copies of product schedule or list unless otherwise indicated. Architect will return two copies. F. Coordination Drawing Submittals: Comply with requirements specified in Section 013100 "Project Management and Coordination." G. Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "Construction Progress Documentation." H. Application for Payment and Schedule of Values: Comply with requirements specified in Section 012900 "Payment Procedures." I. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Section 014000 "Quality Requirements." J. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures." K. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data." L. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. M. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified. N. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 10 S. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. T. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: 1. Name of evaluation organization. 2. Date of evaluation. 3. Time period when report is in effect. 4. Product and manufacturers' names. 5. Description of product. 6. Test procedures and results. 7. Limitations of use. U. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. V. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. W. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. X. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SUBMITTAL PROCEDURES 013300 - 11 B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. Action Submittals: Architect will review each submittal, make marks to indicate corrections or revisions required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. B. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. E. Submittals not required by the Contract Documents may be returned by the Architect without action. END OF SECTION 013300 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 1 SECTION 014000 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality- assurance and -control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. 4. Specific test and inspection requirements are not specified in this Section. C. Related Requirements: 1. Section 012100 "Allowances" for testing and inspecting allowances. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 2 completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. C. Mockups: Full-size physical assemblies that are constructed on-site. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. 1. Laboratory Mockups: Full-size physical assemblies constructed at testing facility to verify performance characteristics. 2. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on Project site, consisting of multiple products, assemblies, and subassemblies. 3. Room Mockups: Mockups of typical interior spaces complete with wall, floor, and ceiling finishes, doors, windows, millwork, casework, specialties, furnishings and equipment, and lighting. D. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. F. Source Quality-Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill, factory, or shop. G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s). J. Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five> previous projects similar in nature, size, and extent to this SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 3 Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.4 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.5 ACTION SUBMITTALS A. Shop Drawings: For mockups, provide plans, sections, and elevations, indicating materials and size of mockup construction. 1. Indicate manufacturer and model number of individual components. 2. Provide axonometric drawings for conditions difficult to illustrate in two dimensions. 1.6 INFORMATIONAL SUBMITTALS A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities. B. Qualification Data : For Contractor's quality-control personnel. C. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. D. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Entity responsible for performing tests and inspections. 3. Description of test and inspection. 4. Identification of applicable standards. 5. Identification of test and inspection methods. 6. Number of tests and inspections required. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 4 7. Time schedule or time span for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. 1.7 CONTRACTOR'S QUALITY-CONTROL PLAN A. Quality-Control Plan, General: Submit quality-control plan within [10] days of Notice of Award, and not less than five days prior to preconstruction conference. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality-assurance and quality-control responsibilities. Coordinate with Contractor's construction schedule. B. Quality-Control Personnel Qualifications: Engage qualified full-time personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project. C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review. D. Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work requiring testing or inspection, including the following: 1. Contractor-performed tests and inspections including subcontractor-performed tests and inspections. Include required tests and inspections and Contractor-elected tests and inspections. 2. Special inspections required by authorities having jurisdiction and indicated on the "Statement of Special Inspections." 3. Owner-performed tests and inspections indicated in the Contract Documents. E. Continuous Inspection of Workmanship: Describe process for continuous inspection during construction to identify and correct deficiencies in workmanship in addition to testing and inspection specified. Indicate types of corrective actions to be required to bring work into compliance with standards of workmanship established by Contract requirements and approved mockups. F. Monitoring and Documentation: Maintain testing and inspection reports including log of approved and rejected results. Include work Architect has indicated as nonconforming or defective. Indicate corrective actions taken to bring nonconforming work into compliance with requirements. Comply with requirements of authorities having jurisdiction. 1.8 REPORTS AND DOCUMENTS A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 5 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of technical representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement that equipment complies with requirements. 3. Results of operational and other tests and a statement of whether observed performance complies with requirements. 4. Statement whether conditions, products, and installation will affect warranty. 5. Other required items indicated in individual Specification Sections. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 6 1.9 QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project. F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. H. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. I. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 7 manufacturer's products that are similar in material, design, and extent to those indicated for this Project. J. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: 1. Contractor responsibilities include the following: a. Provide test specimens representative of proposed products and construction. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. c. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements. d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project. e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. f. When testing is complete, remove test specimens, assemblies, and mockups. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect[ , with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at Project. 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain Architect's approval of mockups before starting work, fabrication, or construction. a. Allow seven days for initial review and each re-review of each mockup. 6. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 7. Demolish and remove mockups when directed unless otherwise indicated. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 8 1.10 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 2. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders. 3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor[, and the Contract Sum will be adjusted by Change Order]. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not. 1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not. 2. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 5. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 013300 "Submittal Procedures." D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 9 E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. F. Testing Agency Responsibilities: Cooperate with Architect, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect, and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents as a component of Contractor's quality- control plan. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 QUALITY REQUIREMENTS 014000 - 10 1. Distribution: Distribute schedule to Owner, Architect, Commissioning Authority,] [ Construction Manager,] testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 014000 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 1 SECTION 014200 - REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site. H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 2 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents. 1. AABC - Associated Air Balance Council; www.aabc.com. 2. AAMA - American Architectural Manufacturers Association; www.aamanet.org. 3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org. 4. AASHTO - American Association of State Highway and Transportation Officials; www.transportation.org. 5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org. 6. ABMA - American Bearing Manufacturers Association; www.americanbearings.org. 7. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org. 8. ACPA - American Concrete Pipe Association; www.concrete-pipe.org. 9. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org. 10. AF&PA - American Forest & Paper Association; www.afandpa.org. 11. AGA - American Gas Association; www.aga.org. 12. AHAM - Association of Home Appliance Manufacturers; www.aham.org. 13. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org. 14. AI - Asphalt Institute; www.asphaltinstitute.org. 15. AIA - American Institute of Architects (The); www.aia.org. 16. AISC - American Institute of Steel Construction; www.aisc.org. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 3 17. AISI - American Iron and Steel Institute; www.steel.org. 18. AITC - American Institute of Timber Construction; www.aitc-glulam.org. 19. AMCA - Air Movement and Control Association International, Inc.; www.amca.org. 20. ANSI - American National Standards Institute; www.ansi.org. 21. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com. 22. APA - APA - The Engineered Wood Association; www.apawood.org. 23. APA - Architectural Precast Association; www.archprecast.org. 24. API - American Petroleum Institute; www.api.org. 25. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI). 26. ARI - American Refrigeration Institute; (See AHRI). 27. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org. 28. ASCE - American Society of Civil Engineers; www.asce.org. 29. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE). 30. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; www.ashrae.org. 31. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org. 32. ASSE - American Society of Safety Engineers (The); www.asse.org. 33. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org. 34. ASTM - ASTM International; (American Society for Testing and Materials International); www.astm.org. 35. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org. 36. AWEA - American Wind Energy Association; www.awea.org. 37. AWI - Architectural Woodwork Institute; www.awinet.org. 38. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com. 39. AWPA - American Wood Protection Association; (Formerly: American Wood- Preservers' Association); www.awpa.com. 40. AWS - American Welding Society; www.aws.org. 41. AWWA - American Water Works Association; www.awwa.org. 42. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com. 43. BIA - Brick Industry Association (The); www.gobrick.com. 44. BICSI - BICSI, Inc.; www.bicsi.org. 45. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.com. 46. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org. 47. BOCA - BOCA; (Building Officials and Code Administrators International Inc.); (See ICC). 48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); www.bwfbadminton.org. 49. CDA - Copper Development Association; www.copper.org. 50. CEA - Canadian Electricity Association; www.electricity.ca. 51. CEA - Consumer Electronics Association; www.ce.org. 52. CFFA - Chemical Fabrics & Film Association, Inc.; www.chemicalfabricsandfilm.com. 53. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 4 54. CGA - Compressed Gas Association; www.cganet.com. 55. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org. 56. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org. 57. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org. 58. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org. 59. CPA - Composite Panel Association; www.pbmdf.com. 60. CRI - Carpet and Rug Institute (The); www.carpet-rug.org. 61. CRRC - Cool Roof Rating Council; www.coolroofs.org. 62. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org. 63. CSA - Canadian Standards Association; www.csa.ca. 64. CSA - CSA International; (Formerly: IAS - International Approval Services); www.csa- international.org. 65. CSI - Construction Specifications Institute (The); www.csinet.org. 66. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org. 67. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org. 68. CWC - Composite Wood Council; (See CPA). 69. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com. 70. DHI - Door and Hardware Institute; www.dhi.org. 71. ECA - Electronic Components Association; www.ec-central.org. 72. ECAMA - Electronic Components Assemblies & Materials Association; (See ECA). 73. EIA - Electronic Industries Alliance; (See TIA). 74. EIMA - EIFS Industry Members Association; www.eima.com. 75. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org. 76. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org. 77. ESTA - Entertainment Services and Technology Association; (See PLASA). 78. EVO - Efficiency Valuation Organization; www.evo-world.org. 79. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com. 80. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org. 81. FM Approvals - FM Approvals LLC; www.fmglobal.com. 82. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com. 83. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; www.floridaroof.com. 84. FSA - Fluid Sealing Association; www.fluidsealing.com. 85. FSC - Forest Stewardship Council U.S.; www.fscus.org. 86. GA - Gypsum Association; www.gypsum.org. 87. GANA - Glass Association of North America; www.glasswebsite.com. 88. GS - Green Seal; www.greenseal.org. 89. HI - Hydraulic Institute; www.pumps.org. 90. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI). 91. HMMA - Hollow Metal Manufacturers Association; (See NAAMM). 92. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org. 93. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com. 94. IAPSC - International Association of Professional Security Consultants; www.iapsc.org. 95. IAS - International Approval Services; (See CSA). SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 5 96. ICBO - International Conference of Building Officials; (See ICC). 97. ICC - International Code Council; www.iccsafe.org. 98. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 99. ICPA - International Cast Polymer Alliance; www.icpa-hq.org. 100. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. 101. IEC - International Electrotechnical Commission; www.iec.ch. 102. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. 103. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org. 104. IESNA - Illuminating Engineering Society of North America; (See IES). 105. IEST - Institute of Environmental Sciences and Technology; www.iest.org. 106. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org. 107. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu. 108. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. 109. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com. 110. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org. 111. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). 112. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org. 113. ISO - International Organization for Standardization; www.iso.org. 114. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 115. ITU - International Telecommunication Union; www.itu.int/home. 116. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. 117. LMA - Laminating Materials Association; (See CPA). 118. LPI - Lightning Protection Institute; www.lightning.org. 119. MBMA - Metal Building Manufacturers Association; www.mbma.com. 120. MCA - Metal Construction Association; www.metalconstruction.org. 121. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 122. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org. 123. MHIA - Material Handling Industry of America; www.mhia.org. 124. MIA - Marble Institute of America; www.marble-institute.com. 125. MMPA - Moulding & Millwork Producers Association; (Formerly: Wood Moulding & Millwork Producers Association); www.wmmpa.com. 126. MPI - Master Painters Institute; www.paintinfo.com. 127. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org. 128. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org. 129. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org. 130. NADCA - National Air Duct Cleaners Association; www.nadca.com. 131. NAIMA - North American Insulation Manufacturers Association; www.naima.org. 132. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 6 133. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. 134. NCMA - National Concrete Masonry Association; www.ncma.org. 135. NEBB - National Environmental Balancing Bureau; www.nebb.org. 136. NECA - National Electrical Contractors Association; www.necanet.org. 137. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. 138. NEMA - National Electrical Manufacturers Association; www.nema.org. 139. NETA - InterNational Electrical Testing Association; www.netaworld.org. 140. NFHS - National Federation of State High School Associations; www.nfhs.org. 141. NFPA - NFPA; (National Fire Protection Association); www.nfpa.org. 142. NFPA - NFPA International; (See NFPA). 143. NFRC - National Fenestration Rating Council; www.nfrc.org. 144. NHLA - National Hardwood Lumber Association; www.nhla.com. 145. NLGA - National Lumber Grades Authority; www.nlga.org. 146. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). 147. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org. 148. NRCA - National Roofing Contractors Association; www.nrca.net. 149. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. 150. NSF - NSF International; (National Sanitation Foundation International); www.nsf.org. 151. NSPE - National Society of Professional Engineers; www.nspe.org. 152. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. 153. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. 154. NWFA - National Wood Flooring Association; www.nwfa.org. 155. PCI - Precast/Prestressed Concrete Institute; www.pci.org. 156. PDI - Plumbing & Drainage Institute; www.pdionline.org. 157. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); www.plasa.org. 158. RCSC - Research Council on Structural Connections; www.boltcouncil.org. 159. RFCI - Resilient Floor Covering Institute; www.rfci.com. 160. RIS - Redwood Inspection Service; www.redwoodinspection.com. 161. SAE - SAE International; (Society of Automotive Engineers); www.sae.org. 162. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 163. SDI - Steel Deck Institute; www.sdi.org. 164. SDI - Steel Door Institute; www.steeldoor.org. 165. SEFA - Scientific Equipment and Furniture Association; www.sefalabs.com. 166. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE). 167. SIA - Security Industry Association; www.siaonline.org. 168. SJI - Steel Joist Institute; www.steeljoist.org. 169. SMA - Screen Manufacturers Association; www.smainfo.org. 170. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org. 171. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. 172. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. 173. SPIB - Southern Pine Inspection Bureau; www.spib.org. 174. SPRI - Single Ply Roofing Industry; www.spri.org. 175. SRCC - Solar Rating and Certification Corporation; www.solar-rating.org. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 7 176. SSINA - Specialty Steel Industry of North America; www.ssina.com. 177. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. 178. STI - Steel Tank Institute; www.steeltank.com. 179. SWI - Steel Window Institute; www.steelwindows.com. 180. SWPA - Submersible Wastewater Pump Association; www.swpa.org. 181. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 182. TCNA - Tile Council of North America, Inc.; (Formerly: Tile Council of America); www.tileusa.com. 183. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 184. TIA - Telecommunications Industry Association; (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org. 185. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA). 186. TMS - The Masonry Society; www.masonrysociety.org. 187. TPI - Truss Plate Institute; www.tpinst.org. 188. TPI - Turfgrass Producers International; www.turfgrasssod.org. 189. TRI - Tile Roofing Institute; www.tileroofing.org. 190. UBC - Uniform Building Code; (See ICC). 191. UL - Underwriters Laboratories Inc.; www.ul.com. 192. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org. 193. USAV - USA Volleyball; www.usavolleyball.org. 194. USGBC - U.S. Green Building Council; www.usgbc.org. 195. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org. 196. WASTEC - Waste Equipment Technology Association; www.wastec.org. 197. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 198. WCMA - Window Covering Manufacturers Association; www.wcmanet.org. 199. WDMA - Window & Door Manufacturers Association; www.wdma.com. 200. WI - Woodwork Institute; (Formerly: WIC - Woodwork Institute of California); www.wicnet.org. 201. WMMPA - Wood Moulding & Millwork Producers Association; (See MMPA). 202. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. 203. WPA - Western Wood Products Association; www.wwpa.org. C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of the Contract Documents. 1. DIN - Deutsches Institut fur Normung e.V.; www.din.de. 2. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org. 3. ICC - International Code Council; www.iccsafe.org. 4. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 8 D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up-to-date as of the date of the Contract Documents. 1. COE - Army Corps of Engineers; www.usace.army.mil. 2. CPSC - Consumer Product Safety Commission; www.cpsc.gov. 3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov. 4. DOD - Department of Defense; http://dodssp.daps.dla.mil. 5. DOE - Department of Energy; www.energy.gov. 6. EPA - Environmental Protection Agency; www.epa.gov. 7. FAA - Federal Aviation Administration; www.faa.gov. 8. FG - Federal Government Publications; www.gpo.gov. 9. GSA - General Services Administration; www.gsa.gov. 10. HUD - Department of Housing and Urban Development; www.hud.gov. 11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; http://eetd.lbl.gov. 12. OSHA - Occupational Safety & Health Administration; www.osha.gov. 13. SD - Department of State; www.state.gov. 14. TRB - Transportation Research Board; National Cooperative Highway Research Program; www.trb.org. 15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov. 16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov. 17. USDJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov. 18. USP - U.S. Pharmacopeia; www.usp.org. 19. USPS - United States Postal Service; www.usps.com. E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents. 1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.gpo.gov/fdsys. 2. DOD - Department of Defense; Military Specifications and Standards; Available from Department of Defense Single Stock Point; http://dodssp.daps.dla.mil. 3. DSCC - Defense Supply Center Columbus; (See FS). 4. FED-STD - Federal Standard; (See FS). 5. FS - Federal Specification; Available from Department of Defense Single Stock Point; http://dodssp.daps.dla.mil. a. Available from Defense Standardization Program; www.dsp.dla.mil. b. Available from General Services Administration; www.gsa.gov. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 REFERENCES 014200 - 9 c. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.org/ccb. 6. MILSPEC - Military Specification and Standards; (See DOD). 7. USAB - United States Access Board; www.access-board.gov. 8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB). F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents. 1. CBHF - State of California; Department of Consumer Affairs; Bureau of Electronic Appliance and Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov. 2. CCR - California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com. 3. CDHS - California Department of Health Services; (See CDPH). 4. CDPH - California Department of Public Health; Indoor Air Quality Program; www.cal- iaq.org. 5. CPUC - California Public Utilities Commission; www.cpuc.ca.gov. 6. SCAQMD - South Coast Air Quality Management District; www.aqmd.gov. 7. TFS - Texas Forest Service; Forest Resource Development and Sustainable Forestry; http://txforestservice.tamu.edu. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 014200 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 1 SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Requirements: 1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions. 2. Section 321216 "Asphalt Paving" for construction and maintenance of asphalt pavement for temporary roads and paved areas. 3. Section 321313 "Concrete Paving" for construction and maintenance of cement concrete pavement for temporary roads and paved areas. 1.3 USE CHARGES A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to,[ Owner's construction forces,] Architect,[ occupants of Project,] testing agencies, and authorities having jurisdiction. B. Sewer Service: [Pay] [Owner will pay] sewer-service use charges for sewer usage by all entities for construction operations. C. Water Service: [Pay] [Owner will pay] water-service use charges for water used by all entities for construction operations. D. Electric Power Service: [Pay] [Owner will pay] electric-power-service use charges for electricity used by all entities for construction operations. E. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 2 F. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. G. Sewer, Water, and Electric Power Service: Use charges are specified in Section 011200 "Multiple Contract Summary." 1.4 INFORMATIONAL SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. B. Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent. C. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program. D. Moisture-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage. 1. Describe delivery, handling, and storage provisions for materials subject to water absorption or water damage. 2. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-damaged Work. 3. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials. E. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC-control measures proposed for use, proposed locations, and proposed time frame for their operation. Identify further options if proposed measures are later determined to be inadequate. Include the following: 1. Locations of dust-control partitions at each phase of work. 2. HVAC system isolation schematic drawing. 3. Location of proposed air-filtration system discharge. 4. Waste handling procedures. 5. Other dust-control measures. 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 3 B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C. Accessible Temporary Egress: Comply with applicable provisions in [the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines] [and] [ICC/ANSI A117.1]. 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 MATERIALS A. Chain-Link Fencing: Minimum 2-inch (50-mm), 0.148-inch- (3.8-mm-) thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet (1.8 m) high with galvanized-steel pipe posts; minimum 2-3/8-inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts[, with 1-5/8-inch- (42-mm-) OD top rails] [, with galvanized barbed-wire top strand]. B. Portable Chain-Link Fencing: Minimum 2-inch (50-mm), 0.148-inch- (3.8-mm-) thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet (1.8 m) high with galvanized-steel pipe posts; minimum 2-3/8-inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts, with 1-5/8-inch- (42-mm-) OD top and bottom rails. Provide [concrete] [galvanized-steel] bases for supporting posts. C. Wood Enclosure Fence: Plywood, [6 feet (1.8 m)] [8 feet (2.4 m)] high, framed with four 2-by- 4-inch (50-by-100-mm) rails, with preservative-treated wood posts spaced not more than 8 feet (2.4 m) apart. D. Polyethylene Sheet: Reinforced, fire-resistive sheet, 10-mil (0.25-mm) minimum thickness, with flame-spread rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2. E. Dust-Control Adhesive-Surface Walk-off Mats: Provide mats minimum 36 by 60 inches (914 by 1624 mm). F. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 4 2.2 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect[, Construction Manager], and construction personnel office activities and to accommodate Project meetings specified in other Division 01 Sections. Keep office clean and orderly. Furnish and equip offices as follows: 1. Furniture required for Project-site documents including file cabinets, plan tables, plan racks, and bookcases. 2. Conference room of sufficient size to accommodate meetings of [10] <Insert number> individuals. Provide electrical power service and 120-V ac duplex receptacles, with no fewer than one receptacle on each wall. Furnish room with conference table, chairs, and 4-foot- (1.2-m-) square tack and marker boards. 3. Drinking water and private toilet. 4. Coffee machine and supplies. 5. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F (20 to 22 deg C). 6. Lighting fixtures capable of maintaining average illumination of 20 fc (215 lx) at desk height. C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. 1. Store combustible materials apart from building. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing agency acceptable to authorities having jurisdiction, and marked for intended location and application. 3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of [8] <Insert number> at each return-air grille in system and remove at end of construction[ and clean HVAC system as required in Section 017700 "Closeout Procedures"]. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 5 C. Air-Filtration Units: Primary and secondary HEPA-filter-equipped portable units with four- stage filtration. Provide single switch for emergency shutoff. Configure to run continuously. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. 1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary." B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. 1. Connect temporary sewers to [municipal system] [private system indicated] as directed by authorities having jurisdiction. C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction. D. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. E. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. 1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. F. Heating[ and Cooling]: Provide temporary heating[ and cooling] required by construction activities for curing or drying of completed installations or for protecting installed construction SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 6 from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. G. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas. 1. Prior to commencing work, isolate the HVAC system in area where work is to be performed according to coordination drawings. a. Disconnect supply and return ductwork in work area from HVAC systems servicing occupied areas. b. Maintain negative air pressure within work area using HEPA-equipped air- filtration units, starting with commencement of temporary partition construction, and continuing until removal of temporary partitions is complete. 2. Maintain dust partitions during the Work. Use vacuum collection attachments on dust- producing equipment. Isolate limited work within occupied areas using portable dust- containment devices. 3. Perform daily construction cleanup and final cleanup using approved, HEPA-filter- equipped vacuum equipment. H. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption. 1. Provide dehumidification systems when required to reduce substrate moisture levels to level required to allow installation or application of finishes. I. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner. J. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. 1. Install electric power service [overhead] [underground] unless otherwise indicated. 2. Connect temporary service to Owner's existing power source, as directed by Owner. K. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 2. Install lighting for Project identification sign. L. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install [one] <Insert number> telephone line(s) for each field office. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 7 1. Provide additional telephone lines for the following: a. Provide a dedicated telephone line for each facsimile machine in each field office. b. Provide [one] <Insert number> telephone line(s) for Owner's use. 2. At each telephone, post a list of important telephone numbers. a. Police and fire departments. b. Ambulance service. c. Contractor's home office. d. Contractor's emergency after-hours telephone number. e. Architect's office. f. Engineers' offices. g. Owner's office. h. Principal subcontractors' field and home offices. 3. Provide superintendent with cellular telephone or portable two-way radio for use when away from field office. M. Electronic Communication Service: Provide a desktop computer in the primary field office adequate for use by Architect and Owner to access Project electronic documents and maintain electronic communications. Equip computer with not less than the following: 1. Processor: Intel Pentium D or Intel CoreDuo, [3.0] <Insert number> GHz processing speed. 2. Memory: [4] <Insert number> gigabyte. 3. Disk Storage: [300] <Insert number> gigabyte hard-disk drive and combination DVD- RW/CD-RW drive. 4. Display: 22-inch (560-mm) LCD monitor with 256-Mb dedicated video RAM. 5. Full-size keyboard and mouse. 6. Network Connectivity: 10/100BaseT Ethernet. 7. Operating System: Microsoft Windows XP Professional or Microsoft Windows Vista Business. 8. Productivity Software: a. Microsoft Office Professional, XP or higher, including Word, Excel, and Outlook. b. Adobe Reader 7.0 or higher. c. WinZip 7.0 or higher. 9. Printer: "All-in-one" unit equipped with printer server, combining color printing, photocopying, scanning, and faxing, or separate units for each of these three functions. 10. Internet Service: Broadband modem, router and ISP, equipped with hardware firewall, providing minimum [384] <Insert number> Kbps upload and [1] <Insert number> Mbps download speeds at each computer. 11. Internet Security: Integrated software, providing software firewall, virus, spyware, phishing, and spam protection in a combined application. 12. Backup: External hard drive, minimum [40] <Insert number> gigabyte, with automated backup software providing daily backups. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 8 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Provide construction for temporary offices, shops, and sheds located within construction area or within 30 feet (9 m) of building lines that is noncombustible according to ASTM E 136. Comply with NFPA 241. 2. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas [as indicated] [within construction limits indicated] on Drawings. 1. Provide dust-control treatment that is nonpolluting and nontracking. Reapply treatment as required to minimize dust. C. Temporary Use of Permanent Roads and Paved Areas: Locate temporary roads and paved areas in same location as permanent roads and paved areas. Construct and maintain temporary roads and paved areas adequate for construction operations. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations. 1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. 2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Section 312000 "Earth Moving." 3. Recondition base after temporary use, including removing contaminated material, regrading, proofrolling, compacting, and testing. 4. Delay installation of final course of permanent hot-mix asphalt pavement until immediately before Substantial Completion. Repair hot-mix asphalt base-course pavement before installation of final course according to Section 321216 "Asphalt Paving." D. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire-fighting equipment and access to fire hydrants. E. Parking: [Provide temporary] [Use designated areas of Owner's existing] parking areas for construction personnel. F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 9 2. Remove snow and ice as required to minimize accumulations. G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. 2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. a. Provide temporary, directional signs for construction personnel and visitors. 3. Maintain and touchup signs so they are legible at all times. H. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal." I. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 017300 "Execution." J. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. K. Temporary Elevator Use: [Use of elevators is not permitted] [See Section 142100 "Electric Traction Elevators," Section 142113 "Electric Traction Freight Elevators," Section 142400 "Hydraulic Elevators," Section 142413 "Hydraulic Freight Elevators," and Section 142600 "Limited-Use/Limited-Application Elevators" for temporary use of new elevators]. L. Existing Elevator Use: Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore elevators to condition existing before initial use, including replacing worn cables, guide shoes, and similar items of limited life. 1. Do not load elevators beyond their rated weight capacity. 2. Provide protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. If, despite such protection, elevators become damaged, engage elevator Installer to restore damaged work so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make required repairs and refinish entire unit, or provide new units as required. M. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. N. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 10 1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If stairs become damaged, restore damaged areas so no evidence remains of correction work. O. Temporary Use of Permanent Stairs: Use of new stairs for construction traffic will be permitted, provided stairs are protected and finishes restored to new condition at time of Substantial Completion. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. 1. Comply with work restrictions specified in Section 011000 "Summary." C. Temporary Erosion and Sedimentation Control: Comply with[ requirements of 2003 EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and] requirements specified in Section 311000 "Site Clearing." D. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to [erosion- and sedimentation-control Drawings] [requirements of 2003 EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent]. 1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant- protection zones. 2. Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established. 3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project. 4. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. E. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. F. Tree and Plant Protection: Comply with requirements specified in Section 015639 "Temporary Tree and Plant Protection." SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 11 G. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion. H. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using environmentally safe materials. I. Site Enclosure Fence: [Before construction operations begin] [Prior to commencing earthwork], furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. 1. Extent of Fence: [As required to enclose entire Project site or portion determined sufficient to accommodate construction operations] [As indicated on Drawings]. 2. Maintain security by limiting number of keys and restricting distribution to authorized personnel.[ Furnish one set of keys to Owner.] J. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. K. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. L. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. M. Covered Walkway: Erect protective, covered walkway for passage of individuals through or adjacent to Project site. Coordinate with entrance gates, other facilities, and obstructions. Comply with regulations of authorities having jurisdiction[ and requirements indicated on Drawings]. 1. Construct covered walkways using scaffold or shoring framing. 2. Provide overhead decking, protective enclosure walls, handrails, barricades, warning signs, exit signs, lights, safe and well-drained walkways, and similar provisions for protection and safe passage. 3. Paint and maintain appearance of walkway for duration of the Work. N. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. O. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by [Owner] [and] [tenants] from fumes and noise. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 12 1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, and fire-retardant-treated plywood on construction operations side. 2. Construct dustproof partitions with two layers of 6-mil (0.14-mm) polyethylene sheet on each side. Cover floor with two layers of 6-mil (0.14-mm) polyethylene sheet, extending sheets 18 inches (460 mm) up the sidewalls. Overlap and tape full length of joints. Cover floor with fire-retardant-treated plywood. a. Construct vestibule and airlock at each entrance through temporary partition with not less than 48 inches (1219 mm) between doors. Maintain water-dampened foot mats in vestibule. 3. Where fire-resistance-rated temporary partitions are indicated or are required by authorities having jurisdiction, construct partitions according to the rated assemblies. 4. Insulate partitions to control noise transmission to occupied areas. 5. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and security locks where openings are required. 6. Protect air-handling equipment. 7. Provide walk-off mats at each entrance through temporary partition. P. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire-prevention program. 1. Prohibit smoking in construction areas. 2. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 3. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. 3.5 MOISTURE AND MOLD CONTROL A. Contractor's Moisture-Protection Plan: Avoid trapping water in finished work. Document visible signs of mold that may appear during construction. B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect as follows: 1. Protect porous materials from water damage. 2. Protect stored and installed material from flowing or standing water. 3. Keep porous and organic materials from coming into prolonged contact with concrete. 4. Remove standing water from decks. 5. Keep deck openings covered or dammed. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 13 C. Partially Enclosed Construction Phase: After installation of weather barriers but before full enclosure and conditioning of building, when installed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows: 1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building. 2. Keep interior spaces reasonably clean and protected from water damage. 3. Periodically collect and remove waste containing cellulose or other organic matter. 4. Discard or replace water-damaged material. 5. Do not install material that is wet. 6. Discard, replace, or clean stored or installed material that begins to grow mold. 7. Perform work in a sequence that allows any wet materials adequate time to dry before enclosing the material in drywall or other interior finishes. D. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows: 1. Control moisture and humidity inside building by maintaining effective dry-in conditions. 2. Use permanent HVAC system to control humidity. 3. Comply with manufacturer's written instructions for temperature, relative humidity, and exposure to water limits. a. Hygroscopic materials that may support mold growth, including wood and gypsum-based products, that become wet during the course of construction and remain wet for [48] <Insert time period> hours are considered defective. b. Measure moisture content of materials that have been exposed to moisture during construction operations or after installation. Record readings beginning at time of exposure and continuing daily for [48] <Insert time period> hours. Identify materials containing moisture levels higher than allowed. Report findings in writing to Architect. c. Remove materials that can not be completely restored to their manufactured moisture level within [48] <Insert time period> hours. 3.6 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Operate Project-identification-sign lighting daily from dusk until 12:00 midnight. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TEMPORARY FACILITIES AND CONTROLS 015000 - 14 D. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. E. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary roads and paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures." END OF SECTION 015000 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PRODUCT REQUIREMENTS 016000 - 1 SECTION 016000 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. B. Related Requirements: 1. Section 012100 "Allowances" for products selected under an allowance. 2. Section 012300 "Alternates" for products selected under an alternate. 3. Section 012500 "Substitution Procedures" for requests for substitutions. 4. Section 014200 "References" for applicable industry standards for products specified. 1.3 DEFINITIONS A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PRODUCT REQUIREMENTS 016000 - 2 function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.4 ACTION SUBMITTALS A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article. 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Form of Approval: As specified in Section 013300 "Submittal Procedures." b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated. B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. B. Delivery and Handling: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PRODUCT REQUIREMENTS 016000 - 3 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. 6. Protect stored products from damage and liquids from freezing. 7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. 3. See other Sections for specific content requirements and particular requirements for submitting special warranties. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PRODUCT REQUIREMENTS 016000 - 4 C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. 6. Or Equal: For products specified by name and accompanied by the term "or equal," or "or approved equal," or "or approved," comply with requirements in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: 1. Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 3. Products: a. Restricted List: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. b. Nonrestricted List: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 4. Manufacturers: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PRODUCT REQUIREMENTS 016000 - 5 a. Restricted List: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. b. Nonrestricted List: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. 5. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. C. Visual Matching Specification: Where Specifications require "match Architect's sample", provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. 1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product. D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 COMPARABLE PRODUCTS A. Conditions for Consideration: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 PRODUCT REQUIREMENTS 016000 - 6 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 016000 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 1 SECTION 017300 - EXECUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Installation of the Work. 4. Cutting and patching. 5. Coordination of Owner-installed products. 6. Progress cleaning. 7. Starting and adjusting. 8. Protection of installed construction. B. Related Requirements: 1. Section 011000 "Summary" for limits on use of Project site. 2. Section 013300 "Submittal Procedures" for submitting surveys. 3. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. 4. Section 024119 "Selective Demolition" for demolition and removal of selected portions of the building. 5. Section 078413 "Penetration Firestopping" for patching penetrations in fire-rated construction. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 2 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For land surveyor. B. Certificates: Submit certificate signed by land surveyor certifying that location and elevation of improvements comply with requirements. C. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information: 1. Extent: Describe reason for and extent of each occurrence of cutting and patching. 2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements. 3. Products: List products to be used for patching and firms or entities that will perform patching work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. a. Include description of provisions for temporary services and systems during interruption of permanent services and systems. D. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. E. Certified Surveys: Submit two copies signed by land surveyor. F. Final Property Survey: Submit 10 copies showing the Work performed and record survey data. 1.5 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated. B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. a. Conveying systems. b. Electrical wiring systems. c. Operating systems of special construction. 2. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 3 that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. C. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. D. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services, and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 4 indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: 1. Description of the Work. 2. List of detrimental conditions, including substrates. 3. List of unacceptable installation tolerances. 4. Recommended corrections. D. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination." SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 5 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. B. General: Engage a registered land surveyor to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish limits on use of Project site. 3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 4. Inform installers of lines and levels to which they must comply. 5. Check the location, level and plumb, of every major element as the Work progresses. 6. Notify Architect when deviations from required lines and levels exceed allowable tolerances. 7. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect. 3.4 FIELD ENGINEERING A. Identification: Owner will identify existing benchmarks, control points, and property corners. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 1. Do not change or relocate existing benchmarks or control points without prior written approval of Architect. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Architect before proceeding. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 6 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. D. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field-engineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of construction and sitework. E. Final Property Survey: Engage a land surveyor to prepare a final property survey showing significant features (real property) for Project. Include on the survey a certification, signed by land surveyor that principal metes, bounds, lines, and levels of Project are accurately positioned as shown on the survey. 1. Show boundary lines, monuments, streets, site improvements and utilities, existing improvements and significant vegetation, adjoining properties, acreage, grade contours, and the distance and bearing from a site corner to a legal point. 2. Recording: At Substantial Completion, have the final property survey recorded by or with authorities having jurisdiction as the official "property survey." 3.5 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. 4. Maintain minimum headroom clearance of 96 inches (2440 mm) in occupied spaces and 90 inches (2300 mm) in unoccupied spaces. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 7 D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 8 D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 9 surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure. I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.7 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F (27 deg C). 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. 4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 10 specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in [Section 015000 "Temporary Facilities and Controls." Section 017419 "Construction Waste Management and Disposal." H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.8 STARTING AND ADJUSTING A. Coordinate startup and adjusting of equipment and operating components with requirements in Section 019113 "General Commissioning Requirements." B. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. C. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. D. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. E. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements." SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EXECUTION 017300 - 11 3.9 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. END OF SECTION 017300 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Disposing of nonhazardous demolition and construction waste. B. Related Requirements: 1. Section 311000 "Site Clearing" for disposition of waste resulting from site clearing and removal of above- and below-grade improvements. 1.3 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2 1.4 WASTE MANAGEMENT PLAN A. General: Develop a waste management plan according to ASTM E 1609 and requirements in this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and construction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. B. Waste Identification: Indicate anticipated types and quantities of [demolition] [site-clearing] [and] [construction] waste generated by the Work. Use [Form CWM-1 for construction waste] [and] [Form CWM-2 for demolition waste] <Insert Owner's Form designation>. Include estimated quantities and assumptions for estimates. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. 1. Comply with operation, termination, and removal requirements in Section 015000 "Temporary Facilities and Controls." B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan. Coordinator shall be present at Project site full time for duration of Project. C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work. 1. Distribute waste management plan to everyone concerned within three days of submittal return. 2. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal. D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3 2. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust and dirt, environmental protection, and noise control. 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Remove waste materials from Owner's property and legally dispose of them. END OF SECTION 017419 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 1 SECTION 017900 - DEMONSTRATION AND TRAINING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for instructing Owner's personnel, including the following: 1. Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment. 3. Demonstration and training video recordings. B. Allowances: Furnish demonstration and training instruction time under the Demonstration and Training Allowance as specified in Section 012100 "Allowances." C. Unit Price for Instruction Time: Length of instruction time will be measured by actual time spent performing demonstration and training in required location. No payment will be made for time spent assembling educational materials, setting up, or cleaning up. See requirements in Section 012200 "Unit Prices." 1.3 INFORMATIONAL SUBMITTALS A. Instruction Program: Submit outline of instructional program for demonstration and training, including a list of training modules and a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module. 1. Indicate proposed training modules using manufacturer-produced demonstration and training video recordings for systems, equipment, and products in lieu of video recording of live instructional module. B. Qualification Data: For instructor. C. Attendance Record: For each training module, submit list of participants and length of instruction time. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 2 D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test. 1.4 CLOSEOUT SUBMITTALS A. Demonstration and Training Video Recordings: Submit two copies within seven days of end of each training module. 1. Identification: On each copy, provide an applied label with the following information: a. Name of Project. b. Name and address of videographer. c. Name of Architect. d. Name of Contractor. e. Date of video recording. 2. Transcript: Prepared and bound in format matching operation and maintenance manuals. Mark appropriate identification on front and spine of each binder. Include a cover sheet with same label information as the corresponding video recording. Include name of Project and date of video recording on each page. 3. Transcript: Prepared in PDF electronic format. Include a cover sheet with same label information as the corresponding video recording and a table of contents with links to corresponding training components. Include name of Project and date of video recording on each page. 4. At completion of training, submit complete training manual(s) for Owner's use prepared and bound in format matching operation and maintenance manuals] [in PDF electronic file format on compact disc. 1.5 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. B. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Section 014000 "Quality Requirements," experienced in operation and maintenance procedures and training. C. Videographer Qualifications: A professional videographer who is experienced photographing demonstration and training events similar to those required. D. Preinstruction Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to demonstration and training including, but not limited to, the following: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 3 1. Inspect and discuss locations and other facilities required for instruction. 2. Review and finalize instruction schedule and verify availability of educational materials, instructors' personnel, audiovisual equipment, and facilities needed to avoid delays. 3. Review required content of instruction. 4. For instruction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable. 1.6 COORDINATION A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations and to ensure availability of Owner's personnel. B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. PART 2 - PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and for equipment not part of a system, as required by individual Specification Sections. B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the system, equipment, or component: 1. Basis of System Design, Operational Requirements, and Criteria: Include the following: a. System, subsystem, and equipment descriptions. b. Performance and design criteria if Contractor is delegated design responsibility. c. Operating standards. d. Regulatory requirements. e. Equipment function. f. Operating characteristics. g. Limiting conditions. h. Performance curves. 2. Documentation: Review the following items in detail: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 4 a. Emergency manuals. b. Operations manuals. c. Maintenance manuals. d. Project record documents. e. Identification systems. f. Warranties and bonds. g. Maintenance service agreements and similar continuing commitments. 3. Emergencies: Include the following, as applicable: a. Instructions on meaning of warnings, trouble indications, and error messages. b. Instructions on stopping. c. Shutdown instructions for each type of emergency. d. Operating instructions for conditions outside of normal operating limits. e. Sequences for electric or electronic systems. f. Special operating instructions and procedures. 4. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. c. Routine and normal operating instructions. d. Regulation and control procedures. e. Control sequences. f. Safety procedures. g. Instructions on stopping. h. Normal shutdown instructions. i. Operating procedures for emergencies. j. Operating procedures for system, subsystem, or equipment failure. k. Seasonal and weekend operating instructions. l. Required sequences for electric or electronic systems. m. Special operating instructions and procedures. 5. Adjustments: Include the following: a. Alignments. b. Checking adjustments. c. Noise and vibration adjustments. d. Economy and efficiency adjustments. 6. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 7. Maintenance: Include the following: SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 5 a. Inspection procedures. b. Types of cleaning agents to be used and methods of cleaning. c. List of cleaning agents and methods of cleaning detrimental to product. d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. g. Instruction on use of special tools. 8. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. c. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. PART 3 - EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a training manual organized in coordination with requirements in Section 017823 "Operation and Maintenance Data." B. Set up instructional equipment at instruction location. 3.2 INSTRUCTION A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location. B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Architect will furnish an instructor to describe basis of system design, operational requirements, criteria, and regulatory requirements. 2. Owner will furnish an instructor to describe Owner's operational philosophy. 3. Owner will furnish Contractor with names and positions of participants. C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 6 1. Schedule training with Owner[, through Architect,][, through Construction Manager,] with at least [seven] <Insert number> days' advance notice. D. Training Location and Reference Material: Conduct training on-site in the completed and fully operational facility using the actual equipment in-place. Conduct training using final operation and maintenance data submittals. E. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of [an oral] [a written] [a demonstration] performance-based test. F. Cleanup: Collect used and leftover educational materials and [remove from Project site] [give to Owner]. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use. 3.3 DEMONSTRATION AND TRAINING VIDEO RECORDINGS A. General: Engage a qualified commercial videographer to record demonstration and training video recordings. Record each training module separately. Include classroom instructions and demonstrations, board diagrams, and other visual aids, but not student practice. 1. At beginning of each training module, record each chart containing learning objective and lesson outline. B. Video: Provide minimum 640 x 480 video resolution converted to [.mp4 format file type] [format file type acceptable to Owner], on electronic media. 1. Electronic Media: Read-only format compact disc acceptable to Owner, with commercial-grade graphic label. 2. File Hierarchy: Organize folder structure and file locations according to project manual table of contents. Provide complete screen-based menu. 3. File Names: Utilize file names based upon name of equipment generally described in video segment, as identified in Project specifications. 4. Contractor and Installer Contact File: Using appropriate software, create a file for inclusion on the Equipment Demonstration and Training DVD that describes the following for each Contractor involved on the Project, arranged according to Project table of contents: a. Name of Contractor/Installer. b. Business address. c. Business phone number. d. Point of contact. e. E-mail address. C. Recording: Mount camera on tripod before starting recording, unless otherwise necessary to adequately cover area of demonstration and training. Display continuous running time. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 DEMONSTRATION AND TRAINING 017900 - 7 1. Film training session(s) in segments not to exceed 15 minutes. a. Produce segments to present a single significant piece of equipment per segment. b. Organize segments with multiple pieces of equipment to follow order of Project Manual table of contents. c. Where a training session on a particular piece of equipment exceeds 15 minutes, stop filming and pause training session. Begin training session again upon commencement of new filming segment. D. Light Levels: Verify light levels are adequate to properly light equipment. Verify equipment markings are clearly visible prior to recording. 1. Furnish additional portable lighting as required. E. Narration: Describe scenes on video recording by [audio narration by microphone while] [dubbing audio narration off-site after] video recording is recorded. Include description of items being viewed. F. Transcript: Provide a transcript of the narration. Display images and running time captured from videotape opposite the corresponding narration segment. G. Preproduced Video Recordings: Provide video recordings used as a component of training modules in same format as recordings of live training. END OF SECTION 017900 SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SITE CLEARING 311000 - 1 SECTION 311000 - SITE CLEARING TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on Masterworks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research, technical information about products and materials, and coordination checklists, click on Masterworks/Supporting Information. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Protecting existing vegetation to remain. 2. Removing existing vegetation. 3. Clearing and grubbing. 4. Stripping and stockpiling topsoil. 5. Stripping and stockpiling rock. 6. Removing above- and below-grade site improvements. 7. Disconnecting, capping or sealing, and removing site utilities. 8. Temporary erosion and sedimentation control. B. Related Requirements: 1. Section 015000 "Temporary Facilities and Controls" for temporary erosion- and sedimentation-control measures. C. Related Requirements: 1. Section 01500 "Temporary Facilities and Controls" for temporary erosion- and sedimentation-control measures. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SITE CLEARING 311000 - 2 1.3 DEFINITIONS A. Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile, typified by less than 1 percent organic matter and few soil organisms. B. Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed areas, surface soil is typically called "topsoil," but in disturbed areas such as urban environments, the surface soil can be subsoil. C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in- place surface soil; the zone where plant roots grow. D. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in- place surface soil; the zone where plant roots grow. Its appearance is generally friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects larger than 2 inches (50 mm) in diameter; and free of weeds, roots, toxic materials, or other nonsoil materials. E. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings. F. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and indicated on Drawings . G. Vegetation: Trees, shrubs, groundcovers, grass, and other plants. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at [Project site]. 1.5 MATERIAL OWNERSHIP A. Except for materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.6 INFORMATIONAL SUBMITTALS A. Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by site clearing. 1. Use sufficiently detailed photographs or video recordings. 2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plant designated to remain. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SITE CLEARING 311000 - 3 B. Topsoil stripping and stockpiling program. C. Rock stockpiling program. D. Record Drawings: Identifying and accurately showing locations of capped utilities and other subsurface structural, electrical, and mechanical conditions. 1.7 QUALITY ASSURANCE A. Topsoil Stripping and Stockpiling Program: Prepare a written program to systematically demonstrate the ability of personnel to properly follow procedures and handle materials and equipment during the Work. Include dimensioned diagrams for placement and protection of stockpiles. 1.8 FIELD CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. B. Do not commence site clearing operations until temporary erosion- and sedimentation- control[ and plant-protection] measures are in place. C. Soil Stripping, Handling, and Stockpiling: Perform only when the soil is dry or slightly moist. PART 2 - PRODUCTS 2.1 MATERIALS A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 312000 "Earth Moving." 1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SITE CLEARING 311000 - 4 PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and requirements of authorities having jurisdiction. B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones. C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established. D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal. 3.3 TREE AND PLANT PROTECTION A. Protect trees and plants remaining on-site according to requirements in Section 015639 "Temporary Tree and Plant Protection." B. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations according to requirements in Section 015639 "Temporary Tree and Plant Protection." 3.4 EXISTING UTILITIES A. Owner will arrange for disconnecting and sealing indicated utilities that serve existing structures before site clearing, when requested by Contractor. 1. Verify that utilities have been disconnected and capped before proceeding with site clearing. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SITE CLEARING 311000 - 5 2. Arrange with utility companies to shut off indicated utilities. 3. Owner will arrange to shut off indicated utilities when requested by Contractor. B. Locate, identify, and disconnect utilities indicated to be abandoned in place. C. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others, unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. D. Excavate for and remove underground utilities indicated to be removed. E. Removal of underground utilities is included in earthwork sections; in applicable fire suppression, plumbing, HVAC, electrical, communications, electronic safety and security, and utilities sections; and in Section 024116 "Structure Demolition" and Section 024119 "Selective Demolition." 3.5 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Grind down stumps and remove roots larger than 3 inches (75 mm) in diameter, obstructions, and debris to a depth of [18 inches (450 mm)] below exposed subgrade. 3. Use only hand methods or air spade for grubbing within protection zones. 4. Chip removed tree branches and stockpile in areas approved by Architect. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches (200 mm), and compact each layer to a density equal to adjacent original ground. 3.6 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to depth of 6 inches (150 mm)] in a manner to prevent intermingling with underlying subsoil or other waste materials. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SITE CLEARING 311000 - 6 1. Remove subsoil and nonsoil materials from topsoil, including clay lumps, gravel, and other objects larger than 2 inches (50 mm) in diameter; trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil away from edge of excavations without intermixing with subsoil or other materials. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water. 1. Limit height of topsoil stockpiles to 72 inches (1800 mm). 2. Do not stockpile topsoil within protection zones. 3. Stockpile surplus topsoil to allow for respreading deeper topsoil. 3.7 STOCKPILING ROCK A. Remove from construction area naturally formed rocks that measure more than 1 foot (300 mm) across in least dimension. Do not include excavated or crushed rock. B. Stockpile rock where indicated on Drawings without intermixing with other materials. Cover to prevent windblown debris from accumulating among rocks. 1. Limit height of rock stockpiles to 36 inches (900 mm). 2. Do not stockpile rock within protection zones. 3. Stockpile surplus rock to allow later use by the Owner. 3.8 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction. 3.9 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. END OF SECTION 311000 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 1 SECTION 312000 - EARTH MOVING TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on Masterworks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research, technical information about products and materials, and coordination checklists, click on Masterworks/Supporting Information. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Preparing subgrades for [slabs-on-grade] [walks] [pavements] [turf and grasses] [and] [plants]. 2. Excavating and backfilling for buildings and structures. 3. Drainage course for concrete slabs-on-grade. 4. Subbase course for concrete [walks] [pavements]. 5. Subbase course[ and base course] for asphalt paving. 6. Subsurface drainage backfill for walls and trenches. 7. Excavating and backfilling trenches for utilities and pits for buried utility structures. 8. Excavating well hole to accommodate elevator-cylinder assembly. B. Related Sections: 1. [Section 013200 "Construction Progress Documentation"] [Section 013233 "Photographic Documentation"] for recording preexcavation and earth moving progress. 2. Section 015000 "Temporary Facilities and Controls" for temporary controls, utilities, and support facilities; also for temporary site fencing if not in another Section. 3. Section 033000 "Cast-in-Place Concrete" for granular course if placed over vapor retarder and beneath the slab-on-grade. 4. [Section 142400 "Hydraulic Elevators"] [Section 142413 "Hydraulic Freight Elevators"] for excavating well hole to accommodate elevator-cylinder assembly. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 2 5. Section 311000 "Site Clearing" for site stripping, grubbing, stripping[ and stockpiling] topsoil, and removal of above- and below-grade improvements and utilities. 6. Section 312319 "Dewatering" for lowering and disposing of ground water during construction. 7. Section 315000 "Excavation Support and Protection" for shoring, bracing, and sheet piling of excavations. 8. Section 316329 "Drilled Concrete Piers and Shafts" for excavation of shafts and disposal of surplus excavated material. 9. Section 329200 "Turf and Grasses" for finish grading in turf and grass areas, including preparing and placing planting soil for turf areas. 10. Section 329300 "Plants" for finish grading in planting areas and tree and shrub pit excavation and planting. 11. Section 334600 "Subdrainage" for drainage of [foundations] [slabs-on-grade] [walls] [and] [landscaped areas]. 1.3 UNIT PRICES A. Work of this Section is affected by unit prices for earth moving specified in Section 012200 "Unit Prices." B. Quantity allowances for earth moving are included in Section 012100 "Allowances." C. Rock Measurement: Volume of rock actually removed, measured in original position, but not to exceed the following. Unit prices for rock excavation include replacement with approved materials. 1. [24 inches (600 mm)] <Insert dimension> outside of concrete forms other than at footings. 2. [12 inches (300 mm)] <Insert dimension> outside of concrete forms at footings. 3. [6 inches (150 mm)] <Insert dimension> outside of minimum required dimensions of concrete cast against grade. 4. Outside dimensions of concrete walls indicated to be cast against rock without forms or exterior waterproofing treatments. 5. [6 inches (150 mm)] <Insert dimension> beneath bottom of concrete slabs-on-grade. 6. [6 inches (150 mm)] <Insert dimension> beneath pipe in trenches, and the greater of [24 inches (600 mm)] <Insert dimension> wider than pipe or [42 inches (1065 mm)] <Insert dimension> wide. 1.4 DEFINITIONS A. Backfill: Soil material or controlled low-strength material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 3 B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving. C. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying pipe. D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill. E. Drainage Course: Aggregate layer supporting the slab-on-grade that also minimizes upward capillary flow of pore water. F. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. 1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions for [unit prices] [changes in the Work]. 2. Bulk Excavation: Excavation more than [10 feet (3 m)] <Insert dimension> in width and more than [30 feet (9 m)] <Insert dimension> in length. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. G. Fill: Soil materials used to raise existing grades. H. Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material that exceed [1 cu. yd. (0.76 cu. m)] <Insert volume> for bulk excavation or [3/4 cu. yd. (0.57 cu. m)] <Insert volume> for footing, trench, and pit excavation that cannot be removed by rock excavating equipment equivalent to the following in size and performance ratings, without systematic drilling, ram hammering, ripping, or blasting, when permitted: 1. Excavation of Footings, Trenches, and Pits: Late-model, track-mounted hydraulic excavator; equipped with a 42-inch- (1065-mm-) wide, maximum, short-tip-radius rock bucket; rated at not less than 138-hp (103-kW) flywheel power with bucket-curling force of not less than 28,700 lbf (128 kN) and stick-crowd force of not less than 18,400 lbf (82 kN) with extra-long reach boom; measured according to SAE J-1179. 2. Bulk Excavation: Late-model, track-mounted loader; rated at not less than 230-hp (172- kW) flywheel power and developing a minimum of 47,992-lbf (213.3-kN) breakout force with a general-purpose bare bucket; measured according to SAE J-732. I. Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material [3/4 cu. yd. (0.57 cu. m)] <Insert volume> or more in volume that exceed a standard penetration resistance of [100 blows/2 inches (97 blows/50 mm)] <Insert value> when tested by a geotechnical testing agency, according to ASTM D 1586. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 4 J. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. K. Subbase Course: Aggregate layer placed between the subgrade and base course for hot-mix asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete pavement or a cement concrete or hot-mix asphalt walk. L. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials. M. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.5 ACTION SUBMITTALS A. Product Data: For each type of the following manufactured products required: 1. Geotextiles. 2. Controlled low-strength material, including design mixture. 3. Geofoam. 4. Warning tapes. B. Samples for Verification: For the following products, in sizes indicated below: 1. Geotextile: 12 by 12 inches (300 by 300 mm). 2. Warning Tape: 12 inches (300 mm) long; of each color. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Material Test Reports: For each [on-site] [and] [borrow] soil material proposed for fill and backfill as follows: 1. Classification according to ASTM D 2487. 2. Laboratory compaction curve according to [ASTM D 698] [ASTM D 1557]. C. Blasting plan[ approved by authorities having jurisdiction]. D. Seismic survey report from seismic survey agency. E. Preexcavation Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by earth moving operations. Submit before earth moving begins. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 5 1.7 QUALITY ASSURANCE A. Blasting: Comply with applicable requirements in NFPA 495, "Explosive Materials Code," and prepare a blasting plan reporting the following: 1. Types of explosive and sizes of charge to be used in each area of rock removal, types of blasting mats, sequence of blasting operations, and procedures that will prevent damage to site improvements and structures on Project site and adjacent properties. 2. Seismographic monitoring during blasting operations. B. Seismic Survey Agency: An independent testing agency, acceptable to authorities having jurisdiction, experienced in seismic surveys and blasting procedures to perform the following services: 1. Report types of explosive and sizes of charge to be used in each area of rock removal, types of blasting mats, sequence of blasting operations, and procedures that will prevent damage to site improvements and structures on Project site and adjacent properties. 2. Seismographic monitoring during blasting operations. C. Geotechnical Testing Agency Qualifications: Qualified according to ASTM E 329 and ASTM D 3740 for testing indicated. D. Preexcavation Conference: Conduct conference at [Project site] <Insert location>. 1.8 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during earth moving operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction. B. Improvements on Adjoining Property: Authority for performing earth moving indicated on property adjoining Owner's property will be obtained by Owner before award of Contract. 1. Do not proceed with work on adjoining property until directed by Architect. C. Utility Locator Service: Notify [utility locator service] ["Miss Utility"] ["Call Before You Dig"] ["Dig Safe System"] ["One Call"] <Insert name> for area where Project is located before beginning earth moving operations. D. Do not commence earth moving operations until temporary erosion- and sedimentation-control measures, specified in [Section 015000 "Temporary Facilities and Controls,"] [Section 311000 "Site Clearing,"] are in place. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 6 E. Do not commence earth moving operations until plant-protection measures specified in Section 015639 "Temporary Tree and Plant Protection" are in place. F. The following practices are prohibited within protection zones: 1. Storage of construction materials, debris, or excavated material. 2. Parking vehicles or equipment. 3. Foot traffic. 4. Erection of sheds or structures. 5. Impoundment of water. 6. Excavation or other digging unless otherwise indicated. 7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. G. Do not direct vehicle or equipment exhaust towards protection zones. H. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: Soil Classification [Groups GW, GP, GM, SW, SP, and SM according to ASTM D 2487] [Groups A-1, A-2-4, A-2-5, and A-3 according to AASHTO M 145], or a combination of these groups; free of rock or gravel larger than [3 inches (75 mm)] <Insert dimension> in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. 1. Liquid Limit: <Insert value>. 2. Plasticity Index: <Insert value>. C. Unsatisfactory Soils: Soil Classification [Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D 2487] [Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7 according to AASHTO M 145], or a combination of these groups. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 7 E. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve. F. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve. G. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch (25-mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve. H. Drainage Course: Narrowly graded mixture of [washed ]crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch (37.5-mm) sieve and 0 to 5 percent passing a No. 8 (2.36-mm) sieve. I. Filter Material: Narrowly graded mixture of natural or crushed gravel, or crushed stone and natural sand; ASTM D 448; coarse-aggregate grading Size 67; with 100 percent passing a 1- inch (25-mm) sieve and 0 to 5 percent passing a No. 4 (4.75-mm) sieve. J. Sand: ASTM C 33; fine aggregate. K. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state. 2.2 GEOTEXTILES A. Subsurface Drainage Geotextile: Nonwoven needle-punched geotextile, manufactured for subsurface drainage applications, made from polyolefins or polyesters; with elongation greater than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability: Class 2; AASHTO M 288. 2. Grab Tensile Strength: 157 lbf (700 N); ASTM D 4632. 3. Sewn Seam Strength: 142 lbf (630 N); ASTM D 4632. 4. Tear Strength: 56 lbf (250 N); ASTM D 4533. 5. Puncture Strength: 56 lbf (250 N); ASTM D 4833. 6. Apparent Opening Size: [No. 40 (0.425-mm)] [No. 60 (0.250-mm)] [No. 70 (0.212- mm)] sieve, maximum; ASTM D 4751. 7. Permittivity: [0.5] [0.2] [0.1] per second, minimum; ASTM D 4491. 8. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355. B. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: 1. Survivability: Class 2; AASHTO M 288. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 8 2. Grab Tensile Strength: 247 lbf (1100 N); ASTM D 4632. 3. Sewn Seam Strength: 222 lbf (990 N); ASTM D 4632. 4. Tear Strength: 90 lbf (400 N); ASTM D 4533. 5. Puncture Strength: 90 lbf (400 N); ASTM D 4833. 6. Apparent Opening Size: No. 60 (0.250-mm) sieve, maximum; ASTM D 4751. 7. Permittivity: 0.02 per second, minimum; ASTM D 4491. 8. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355. 2.3 CONTROLLED LOW-STRENGTH MATERIAL A. Controlled Low-Strength Material: Self-compacting[, low-density], flowable concrete material produced from the following: 1. Portland Cement: ASTM C 150, [Type I] [Type II] [or] [Type III]. 2. Fly Ash: ASTM C 618, Class C or F. 3. Normal-Weight Aggregate: ASTM C 33, [3/4-inch (19-mm)] [3/8-inch (10-mm)] <Insert dimension> nominal maximum aggregate size. 4. Foaming Agent: ASTM C 869. 5. Water: ASTM C 94/C 94M. 6. Air-Entraining Admixture: ASTM C 260. B. Produce low-density, controlled low-strength material with the following physical properties: 1. As-Cast Unit Weight: [30 to 36 lb/cu. ft. (480 to 576 kg/cu. m)] [36 to 42 lb/cu. ft. (576 to 675 kg/cu. m)] <Insert unit weight range> at point of placement, when tested according to ASTM C 138/C 138M. 2. Compressive Strength: [80 psi (550 kPa)] [140 psi (965 kPa)] <Insert value>, when tested according to ASTM C 495. C. Produce conventional-weight, controlled low-strength material with [80-psi (550-kPa)] [140- psi (965-kPa)] <Insert value> compressive strength when tested according to ASTM C 495. 2.4 GEOFOAM A. Extruded-Polystyrene Board Insulation: ASTM C 578, [Type IV, 1.55-lb/cu. ft. (25-kg/cu. m) density, 25-psi (173-kPa) compressive strength] [Type X, 1.30-lb/cu. ft. (21-kg/cu. m) density, 15-psi (104-kPa) compressive strength] [Type VI, 1.80-lb/cu. ft. (29-kg/cu. m) density, 40-psi (276-kPa) compressive strength] [Type VII, 2.20-lb/cu. ft. (35-kg/cu. m) density, 60-psi (414-kPa) compressive strength] [Type V, 3.00-lb/cu. ft. (48-kg/cu. m) density, 100-psi (690-kPa) compressive strength]. B. Molded-Polystyrene Board Insulation: ASTM C 578, [Type I, 0.90-lb/cu. ft. (15-kg/cu. m) density, 10-psi (69-kPa) compressive strength] [Type VIII, 1.15-lb/cu. ft. (18-kg/cu. m) density, 13-psi (90-kPa) compressive strength] [Type II, 1.35-lb/cu. ft. (22-kg/cu. m) density, 15-psi (104-kPa) compressive strength]. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 9 1. Manufacture molded polystyrene with an inorganic mineral registered with the EPA and suitable for application as a termite deterrent. C. Rigid Cellular Polystyrene Geofoam: ASTM D 6817, [Type EPS 19, 1.15-lb/cu. ft. (18.4- kg/cu. m) density, 5.8-psi (40-kPa) compressive strength at 1 percent deformation; 16-psi (110-kPa) compressive strength at 10 percent deformation] [Type EPS 39, 2.40-lb/cu. ft. (38.4-kg/cu. m) density, 15-psi (103-kPa) compressive strength at 1 percent deformation; 40-psi (276-kPa) compressive strength at 10 percent deformation] <Insert requirement>. D. Connectors: [Geofoam manufacturer's multibarbed, galvanized-steel sheet connectors] [Deformed steel reinforcing bars, 3/4 inch (19 mm) in diameter] <Insert requirement>. 2.5 ACCESSORIES A. Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches (150 mm) wide and 4 mils (0.1 mm) thick, continuously inscribed with a description of the utility; colored as follows: 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. B. Detectable Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches (150 mm) wide and 4 mils (0.1 mm) thick, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches (750 mm) deep; colored as follows: 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth moving operations. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 10 B. Protect and maintain erosion and sedimentation controls during earth moving operations. C. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials. 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. 1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 3.3 EXPLOSIVES A. Explosives: Do not use explosives. B. Explosives: Obtain written permission from authorities having jurisdiction before bringing explosives to Project site or using explosives on Project site. 1. Perform blasting without damaging adjacent structures, property, or site improvements. 2. Perform blasting without weakening the bearing capacity of rock subgrade and with the least-practicable disturbance to rock to remain. 3.4 EXCAVATION, GENERAL A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. 2. Remove rock to lines and grades indicated to permit installation of permanent construction without exceeding the following dimensions: a. [24 inches (600 mm)] <Insert dimension> outside of concrete forms other than at footings. b. [12 inches (300 mm)] <Insert dimension> outside of concrete forms at footings. c. [6 inches (150 mm)] <Insert dimension> outside of minimum required dimensions of concrete cast against grade. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 11 d. Outside dimensions of concrete walls indicated to be cast against rock without forms or exterior waterproofing treatments. e. [6 inches (150 mm)] <Insert dimension> beneath bottom of concrete slabs-on- grade. f. [6 inches (150 mm)] <Insert dimension> beneath pipe in trenches, and the greater of [24 inches (600 mm)] <Insert dimension> wider than pipe or [42 inches (1065 mm)] <Insert dimension> wide. B. Classified Excavation: Excavate to subgrade elevations. Material to be excavated will be classified as earth and rock. Do not excavate rock until it has been classified and cross sectioned by Architect. The Contract Sum will be adjusted for rock excavation according to unit prices included in the Contract Documents. Changes in the Contract Time may be authorized for rock excavation. 1. Earth excavation includes excavating pavements and obstructions visible on surface; underground structures, utilities, and other items indicated to be removed; together with soil, boulders, and other materials not classified as rock or unauthorized excavation. a. Intermittent drilling; blasting, if permitted; ram hammering; or ripping of material not classified as rock excavation is earth excavation. 2. Rock excavation includes removal and disposal of rock. Remove rock to lines and subgrade elevations indicated to permit installation of permanent construction without exceeding the following dimensions: a. [24 inches (600 mm)] <Insert dimension> outside of concrete forms other than at footings. b. [12 inches (300 mm)] <Insert dimension> outside of concrete forms at footings. c. [6 inches (150 mm)] <Insert dimension> outside of minimum required dimensions of concrete cast against grade. d. Outside dimensions of concrete walls indicated to be cast against rock without forms or exterior waterproofing treatments. e. [6 inches (150 mm)] <Insert dimension> beneath bottom of concrete slabs-on- grade. f. [6 inches (150 mm)] <Insert dimension> beneath pipe in trenches, and the greater of [24 inches (600 mm)] <Insert dimension> wider than pipe or [42 inches (1065 mm)] <Insert dimension> wide. 3.5 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch (25 mm). If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 12 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 2. Pile Foundations: Stop excavations 6 to 12 inches (150 to 300 mm) above bottom of pile cap before piles are placed. After piles have been driven, remove loose and displaced material. Excavate to final grade, leaving solid base to receive concrete pile caps. 3. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility Structures: Excavate to elevations and dimensions indicated within a tolerance of plus or minus 1 inch (25 mm). Do not disturb bottom of excavations intended as bearing surfaces. B. Excavations at Edges of Tree- and Plant-Protection Zones: 1. Excavate by hand to indicated lines, cross sections, elevations, and subgrades. Use narrow-tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots. 2. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and Plant Protection." 3.6 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. 3.7 EXCAVATION FOR UTILITY TRENCHES A. Excavate trenches to indicated gradients, lines, depths, and elevations. 1. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line. B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches (300 mm) higher than top of pipe or conduit unless otherwise indicated. 1. Clearance: [12 inches (300 mm) each side of pipe or conduit] [As indicated]. C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp objects along trench subgrade. 1. For pipes and conduit less than 6 inches (150 mm) in nominal diameter, hand-excavate trench bottoms and support pipe and conduit on an undisturbed subgrade. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 13 2. For pipes and conduit 6 inches (150 mm) or larger in nominal diameter, shape bottom of trench to support bottom 90 degrees of pipe or conduit circumference. Fill depressions with tamped sand backfill. 3. For flat-bottomed, multiple-duct conduit units, hand-excavate trench bottoms and support conduit on an undisturbed subgrade. 4. Excavate trenches 6 inches (150 mm) deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. D. Trench Bottoms: Excavate trenches 4 inches (100 mm) deeper than bottom of pipe and conduit elevations to allow for bedding course. Hand-excavate deeper for bells of pipe. 1. Excavate trenches 6 inches (150 mm) deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. E. Trenches in Tree- and Plant-Protection Zones: 1. Hand-excavate to indicated lines, cross sections, elevations, and subgrades. Use narrow- tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots. 2. Do not cut main lateral roots or taproots; cut only smaller roots that interfere with installation of utilities. 3. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and Plant Protection." 3.8 EXCAVATION FOR ELEVATOR CYLINDER A. Drill well hole plumb in elevator pit to accommodate installation of elevator-cylinder assembly. Coordinate with applicable requirements for diameter and tolerances in [Section 142400 "Hydraulic Elevators."] [Section 142413 "Hydraulic Freight Elevators."] B. Provide well casing as necessary to retain walls of well hole. 3.9 SUBGRADE INSPECTION A. Notify Architect when excavations have reached required subgrade. B. If Architect determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Proof-roll subgrade [below the building slabs and pavements] <Insert locations> with a pneumatic-tired [and loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons (13.6 tonnes)] <Insert requirement> to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 14 1. Completely proof-roll subgrade in one direction[, repeating proof-rolling in direction perpendicular to first direction]. Limit vehicle speed to 3 mph (5 km/h). 2. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Architect, and replace with compacted backfill or fill as directed. D. Authorized additional excavation and replacement material will be paid for according to Contract provisions for [unit prices] [changes in the Work]. E. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Architect, without additional compensation. 3.10 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi (17.2 MPa), may be used when approved by Architect. 1. Fill unauthorized excavations under other construction, pipe, or conduit as directed by Architect. 3.11 STORAGE OF SOIL MATERIALS A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 3.12 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for Record Documents. 3. Testing and inspecting underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris. 6. Removing temporary shoring and bracing, and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. B. Place backfill on subgrades free of mud, frost, snow, or ice. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 15 3.13 UTILITY TRENCH BACKFILL A. Place backfill on subgrades free of mud, frost, snow, or ice. B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. C. Trenches under Footings: Backfill trenches excavated under footings and within [18 inches (450 mm)] <Insert dimension> of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings. Concrete is specified in [Section 033000 "Cast-in-Place Concrete"] [Section 033053 "Miscellaneous Cast-in-Place Concrete."] D. Trenches under Roadways: Provide [4-inch- (100-mm-)] <Insert dimension> thick, concrete- base slab support for piping or conduit less than [30 inches (750 mm)] <Insert dimension> below surface of roadways. After installing and testing, completely encase piping or conduit in a minimum of [4 inches (100 mm)] <Insert dimension> of concrete before backfilling or placing roadway subbase course. Concrete is specified in [Section 033000 "Cast-in-Place Concrete"] [Section 033053 "Miscellaneous Cast-in-Place Concrete."] E. Backfill voids with satisfactory soil while removing shoring and bracing. F. Place and compact initial backfill of [subbase material] [satisfactory soil], free of particles larger than [1 inch (25 mm)] <Insert dimension> in any dimension, to a height of 12 inches (300 mm) over the pipe or conduit. 1. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing. G. Controlled Low-Strength Material: Place initial backfill of controlled low-strength material to a height of 12 inches (300 mm) over the pipe or conduit. Coordinate backfilling with utilities testing. H. Place and compact final backfill of satisfactory soil to final subgrade elevation. I. Controlled Low-Strength Material: Place final backfill of controlled low-strength material to final subgrade elevation. J. Install warning tape directly above utilities, 12 inches (300 mm) below finished grade, except 6 inches (150 mm) below subgrade under pavements and slabs. 3.14 SOIL FILL A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 16 B. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted areas, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs, use engineered fill. 5. Under footings and foundations, use engineered fill. C. Place soil fill on subgrades free of mud, frost, snow, or ice. 3.15 GEOFOAM FILL A. Place a leveling course of sand, [2 inches (50 mm)] <Insert dimension> thick, over subgrade. Finish leveling course to a tolerance of 1/2 inch (13 mm) when tested with a 10-foot (3-m) straightedge. 1. Place leveling course on subgrades free of mud, frost, snow, or ice. B. Install geofoam blocks in layers with abutting edges and ends and with the long dimension of each block at right angles to blocks in each subsequent layer. Offset joints of blocks in successive layers. C. Install geofoam connectors at each layer of geofoam to resist horizontal displacement according to geofoam manufacturer's written instructions. D. Cover geofoam with [subdrainage] [separation] geotextile before placing overlying soil materials. 3.16 SOIL MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.17 COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfill and fill soil materials in layers not more than [8 inches (200 mm)] <Insert dimension>in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 17 B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to [ASTM D 698] [ASTM D 1557]: 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches (300 mm) of existing subgrade and each layer of backfill or fill soil material at [95] <Insert number> percent. 2. Under walkways, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at [92] <Insert number> percent. 3. Under turf or unpaved areas, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at [85] <Insert number> percent. 4. For utility trenches, compact each layer of initial and final backfill soil material at [85] <Insert number> percent. 3.18 GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Turf or Unpaved Areas: Plus or minus [1 inch (25 mm)] <Insert dimension>. 2. Walks: Plus or minus [1 inch (25 mm)] <Insert dimension>. 3. Pavements: Plus or minus [1/2 inch (13 mm)] <Insert dimension>. C. Grading inside Building Lines: Finish subgrade to a tolerance of [1/2 inch (13 mm)] <Insert dimension> when tested with a 10-foot (3-m) straightedge. 3.19 SUBSURFACE DRAINAGE A. Subdrainage Pipe: Specified in Section 334600 "Subdrainage." B. Subsurface Drain: Place subsurface drainage geotextile around perimeter of subdrainage trench. Place a 6-inch (150-mm) course of filter material on subsurface drainage geotextile to support subdrainage pipe. Encase subdrainage pipe in a minimum of 12 inches (300 mm) of filter material, placed in compacted layers 6 inches (150 mm) thick, and wrap in subsurface drainage geotextile, overlapping sides and ends at least 6 inches (150 mm). SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 18 1. Compact each filter material layer [to 85 percent of maximum dry unit weight according to ASTM D 698] [with a minimum of two passes of a plate-type vibratory compactor]. C. Drainage Backfill: Place and compact filter material over subsurface drain, in width indicated, to within 12 inches (300 mm) of final subgrade, in compacted layers 6 inches (150 mm) thick. Overlay drainage backfill with one layer of subsurface drainage geotextile, overlapping sides and ends at least 6 inches (150 mm). 1. Compact each filter material layer [to 85 percent of maximum dry unit weight according to ASTM D 698] [with a minimum of two passes of a plate-type vibratory compactor]. 2. Place and compact impervious fill over drainage backfill in 6-inch- (150-mm-) thick compacted layers to final subgrade. 3.20 SUBBASE AND BASE COURSES UNDER PAVEMENTS AND WALKS A. Place subbase course[ and base course] on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place subbase course[ and base course] under pavements and walks as follows: 1. Install separation geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends. 2. Place base course material over subbase course under hot-mix asphalt pavement. 3. Shape subbase course[ and base course] to required crown elevations and cross-slope grades. 4. Place subbase course[ and base course] 6 inches (150 mm) or less in compacted thickness in a single layer. 5. Place subbase course[ and base course] that exceeds 6 inches (150 mm) in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches (150 mm) thick or less than 3 inches (75 mm) thick. 6. Compact subbase course[ and base course] at optimum moisture content to required grades, lines, cross sections, and thickness to not less than [95] <Insert number> percent of maximum dry unit weight according to [ASTM D 698] [ASTM D 1557]. C. Pavement Shoulders: Place shoulders along edges of subbase course[ and base course] to prevent lateral movement. Construct shoulders, at least 12 inches (300 mm) wide, of satisfactory soil materials and compact simultaneously with each subbase[ and base] layer to not less than [95] <Insert number> percent of maximum dry unit weight according to [ASTM D 698] [ASTM D 1557]. 3.21 DRAINAGE COURSE UNDER CONCRETE SLABS-ON-GRADE A. Place drainage course on subgrades free of mud, frost, snow, or ice. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 19 B. On prepared subgrade, place and compact drainage course under cast-in-place concrete slabs- on-grade as follows: 1. Install subdrainage geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends. 2. Place drainage course 6 inches (150 mm) or less in compacted thickness in a single layer. 3. Place drainage course that exceeds 6 inches (150 mm) in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches (150 mm) thick or less than 3 inches (75 mm) thick. 4. Compact each layer of drainage course to required cross sections and thicknesses to not less than [95] <Insert number> percent of maximum dry unit weight according to ASTM D 698. 3.22 FIELD QUALITY CONTROL A. Special Inspections: Owner will engage a qualified special inspector to perform the following special inspections: 1. Determine prior to placement of fill that site has been prepared in compliance with requirements. 2. Determine that fill material and maximum lift thickness comply with requirements. 3. Determine, at the required frequency, that in-place density of compacted fill complies with requirements. 4. <Insert special inspections>. B. Testing Agency: Owner will engage a qualified geotechnical engineering testing agency to perform tests and inspections. C. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earth moving only after test results for previously completed work comply with requirements. D. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Architect. E. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at the following locations and frequencies: 1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least one test for every [2000 sq. ft. (186 sq. m)] <Insert area> or less of paved area or building slab, but in no case fewer than three tests. 2. Foundation Wall Backfill: At each compacted backfill layer, at least one test for every [100 feet (30 m)] <Insert dimension> or less of wall length, but no fewer than two tests. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 EARTH MOVING 312000 - 20 3. Trench Backfill: At each compacted initial and final backfill layer, at least one test for every [150 feet (46 m)] <Insert dimension> or less of trench length, but no fewer than two tests. F. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil materials to depth required; recompact and retest until specified compaction is obtained. 3.23 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace soil material to depth as directed by Architect; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.24 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off Owner's property. B. Transport surplus satisfactory soil to designated storage areas on Owner's property. Stockpile or spread soil as directed by Architect. 1. Remove waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 312000 SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 322000 - 1 SECTION 322000 - FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM Part 1 – General 1.1 Scope A. The synthetic surfacing contractor shall furnish all labor, materials, equipment, supervision and services necessary for the proper completion of the Full Pour 13mm Encapsulated synthetic track surfacing with Encapsulated texture and related work indicated on the drawings and specified herein. B. The synthetic surfacing contractor shall refer to the drawings for the required locations of synthetic track surfacing to be installed. All quantities and dimensions shall be field verified by the synthetic surfacing contractor. 1.2 Specific Scope of Work A. Install an IAAF approved, full depth poured-in-place two-component, UV stabilized elastomeric polyurethane Dual Durometer synthetic surfacing system with encapsulated textured finish. B. Layout and paint all track lines and event markings as required and specified by current IAAF and NCAA rules. 1.3 Coordination A. The synthetic surfacing contractor shall coordinate the work specified with an authorized and appointed representative of the owner so as to perform the work during a period and in a manner acceptable to the owner. Part 2 – Codes and Standards 2.1 Applicable Publications A. Codes and standards follow the current guidelines set forth by the International Amateur Athletic Federation (IAAF) and the National Collegiate Athletic Association (NCAA), along with the current material testing guidelines as published by the American Society of Testing and Materials (ASTM). 2.2 Performance Standards The new synthetic track surfacing system shall exhibit the following minimum performance standards as required by IAAF: A. Thickness: (12-13mm) or as specified SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 322000 - 2 B. Force Reduction 35-50% C. Vertical Deformation: 0.6mm-2.5mm D. Coefficient of Friction :  0.5 (47 TRRL Scale) E. Tensile Strength:  0.5 Mpa F. Elongation:  40% Part 3 – Quality Assurance 3.1 Contractor and Manufacturer Qualifications A. The CONTRACTOR and the MANUFACTURER must be the same. B. The CONTRACTOR must have a minimum of 10 years experience in the installation of poured-in-place, two-component elastomeric polyurethane synthetic track surfacing. C. The CONTRACTOR must have installed a minimum of 10 outdoor track facilities in the last 2 years using the exact, IAAF certified, poured-in-place, two-component elastomeric polyurethane synthetic track surfacing, as specified herein with the contractor bidding this project. D. The MANUFACTURER must have a minimum of 10 years of experience with compound two-part polyurethane for athletic surfaces. E. The MANUFACTURER must offer a minimum of seven (7) IAAF Certified Track Systems. F. The CONTRACTOR must have completed a minimum of ten (10) 400 meter tracks for high school use in the last five (5) years with the specified encapsulated texture and aliphatic coating. Provide a reference list with bid. G. All Polyurethane components must be MANUFACTURED in an ISO 9001 Certified facility. H. The CONTRACTOR must have installed a minimum of two (2) Class I IAAF Certified outdoor tracks within the United States. 3.2 Submittals The following submittals must be received with bid submittal: A. Standard printed specifications of the synthetic track surfacing system to be installed on this project. B. An affidavit attesting that the synthetic track surfacing material to be installed meets the requirements defined by the manufacturers currently published specifications and any modifications outlined in those technical specifications. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 322000 - 3 C. A synthetic track surfacing system sample, 12” x 12”in size, of the same synthetic track surfacing system to be installed on this project. D. A list of completed facilities, including the installing supervisor, of the exact Dual Durometer synthetic track surfacing system. E. A current IAAF Certificate proving the product to be installed meets the current IAAF Performance Standards for Synthetic Surfaced Athletics Tracks (Outdoor). Part 4 – Materials 4.1 Product A. Beynon Sports Surfaces, BSS 1000 Full Pour 13mm Encapsulated track system is the Basis of Design. 4.2 Elastomeric Polyurethane A. BEYPUR, the two-component U.V. stabilized elastomeric polyurethane compounded from polyol and isocyanate components, based on one hundred percent Methylene Diphenyl Isocyanate (MDI). No Toluene Diisocyanate Isocyanate (TDI) will be allowed. B. The elastomeric polyurethane shall be red in color. 4.2 EPDM Granulate A. The EPDM granulates shall be .5 to 1.5mm in size and peroxide cured. B. The EPDM granulates and the U.V. stabilized elastomeric polyurethane shall be color matched. 4.3 Rubber Granulate A. Fine mesh Styrene Butadiene Rubber (SBR) processed ground to a graded size not to exceed 20 mesh in size. B. A maximum of twenty percent, by weight of the SBR will be allowed in the force reduction layer. 4.4 Aliphatic Coating A. Pigmented polyurethane aliphatic coating B. Aliphatic Coating shall be red in color matching the UV stabilized elastomeric polyurethane. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 322000 - 4 C. No clear or two component coatings will be allowed. 4.5 Line Marking Paint A. Manufacturers recommended pigmented line paint. Part 5 – Installation 5.1 Subbase A. The synthetic track surfacing system shall be laid on an approved subbase. The General Contractor shall provide compaction test results of 95% or greater for the installed subbase and asphalt surface. B. The asphalt substrate track surface shall not vary from planned cross slope by more than + .2%, with a maximum lateral slope outside to inside of 1% for NCAA or IAAF facilities (1% to 2% for NFHS), and a maximum slope of 0.1% in any running direction. The finished asphalt shall not vary under a 10' straight edge more than 1/8”. C. It should be the responsibility of the asphalt paving contractor to flood the surface immediately after the asphalt is capable of handling traffic, but within 24 hours. If, after 20 minutes of drying time, there are birdbaths evident, it shall be the responsibility of the architect, in conjunction with the surfacing contractor, to determine the method of correction. No cold tar patching, skin patching or sand mix patching will be acceptable. D. Any oil spills (hydraulic, diesel, motor oil, etc.) must be completely removed and replaced with either polyurethane or new, keyed in asphalt. The minimum curing time for the asphalt base is 28 days. It shall be the responsibility of the surfacing contractor to determine if the asphalt substrate has cured sufficiently prior to the application of the polyurethane surfacing system. E. It shall be the responsibility of the general contractor to determine if the asphalt substrate meets all design specifications, i.e. cross slopes, planarity and specific project criteria. After all the above conditions are met, the synthetic surfacing contractor must, in writing, accept the planarity of the asphalt receiving base, before work can commence. 5.2 Thickness A. Total thickness of the Full Pour 13mm Encapsulated synthetic track surfacing system shall average 13mm. 5.3 Equipment SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 322000 - 5 A. The Full Pour 13mm Encapsulated synthetic track surfacing system components shall be processed and installed by specially designed machinery with automatic electronic portioning, which provides continuous mixing, feeding and finishing for accurate quality controlled installation. B. No hand mixing is allowed. 5.4 Materials A. Force Reduction Layer The fine mesh SBR granules and UV stabilized elastomeric polyurethane shall be metered and mixed together on site to regulate the ratio/quantity of SBR, not to exceed fourteen percent in the system and to insure an even distribution of the granules throughout the 8mm force reduction layer. No multi-layered system allowed. B. Resilient Wearing Layer The .5 to 1.5 millimeter EPDM granules shall be mechanically integrated with an UV stabilized elastomeric polyurethane to the full depth of the wearing layer. The resilient textured finish shall be a dense matrix of encapsulated EPDM granules. C. Protective Coating The initial red pigmented aliphatic polyurethane coating shall be spray applied over the entire synthetic surfaced area at a rate of 200-275 square feet per gallon. The second red pigmented aliphatic polyurethane coating shall be spray applied over the initial application at a rate of 200-275 square feet per gallon in the opposite direction. No structural spray applications allowed. 5.5 Site Conditions A. Installation shall not take place if adjacent or concurrent construction generates excessive dust, abrasives or any other by-product that, in the opinion of the installer, would be harmful to the track material, until completion of such works. B. Apply Synthetic Track Surfacing in dry weather when pavement and atmospheric temperatures are fifty (50) degrees Fahrenheit or above, and are anticipated to remain above fifty (50) degrees Fahrenheit for twenty-four (24) hours after completing application. C. The maximum temperature cannot exceed 105 degrees at any point during a 24 - hour period. SPECIFICATIONS St. Croix Educational Complex High School Track and Field Renovation Project 5A-5C VI Corp. Land St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 FULL POUR SYNTHETIC RUNNING TRACK SURFACING SYSTEM 322000 - 6 D. Rain cannot be falling. If there is a threat of rain, work shall cease until dry conditions can be re-established on the track pavement. Work is to proceed only when adequate curing can be guaranteed by the manufacturer. Part 6 – Line Striping and Event Markings 6.1 Layout A. Line striping and event markings shall be laid out in accordance with current IAAF and NCAA rules. 6.2 Certification A. Upon completion of the installation, the owner shall be supplied with all necessary computations and drawings as well as a letter of certification attesting to the accuracy of the markings. Part 7 – Guarantee A. Synthetic track surfacing system shall be fully guaranteed against faulty workmanship and material failure for a period of ten (10) years from the date of acceptance. B. Synthetic surfacing material found to be defective as a result of faulty workmanship and/or material failure shall be replaced or repaired at no charge, upon written notification within the guarantee period. END OF SECTION SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 1 SECTION 329113 - SOIL PREPARATION TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on Masterworks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research, technical information about products and materials, and coordination checklists, click on Masterworks/Supporting Information. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes planting soils specified by composition of the mixes. B. Related Requirements: 1. Section 311000 "Site Clearing" for topsoil stripping and stockpiling. 2. Section 329200 "Turf and Grasses" for placing planting soil for turf and grasses. 3. Section 329300 "Plants" for placing planting soil for plantings. 1.3 DEFINITIONS A. AAPFCO: Association of American Plant Food Control Officials. B. Backfill: The earth used to replace or the act of replacing earth in an excavation. This can be amended or unamended soil as indicated. C. CEC: Cation exchange capacity. D. Compost: The product resulting from the controlled biological decomposition of organic material that has been sanitized through the generation of heat and stabilized to the point that it is beneficial to plant growth. E. Duff Layer: A surface layer of soil, typical of forested areas, that is composed of mostly decayed leaves, twigs, and detritus. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 2 F. Imported Soil: Soil that is transported to Project site for use. G. Layered Soil Assembly: A designed series of planting soils, layered on each other, that together produce an environment for plant growth. H. Manufactured Soil: Soil produced by blending soils, sand, stabilized organic soil amendments, and other materials to produce planting soil. I. NAPT: North American Proficiency Testing Program. An SSSA program to assist soil-, plant-, and water-testing laboratories through interlaboratory sample exchanges and statistical evaluation of analytical data. J. Organic Matter: The total of organic materials in soil exclusive of undecayed plant and animal tissues, their partial decomposition products, and the soil biomass; also called "humus" or "soil organic matter." K. Planting Soil: Existing, on-site soil; imported soil; or manufactured soil that has been modified as specified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. L. RCRA Metals: Hazardous metals identified by the EPA under the Resource Conservation and Recovery Act. M. SSSA: Soil Science Society of America. N. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil is placed. O. Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile, typified by less than 1 percent organic matter and few soil organisms. P. Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed areas, surface soil is typically called "topsoil"; but in disturbed areas such as urban environments, the surface soil can be subsoil. Q. USCC: U.S. Composting Council. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at [Project site]. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 3 1. Include recommendations for application and use. 2. Include test data substantiating that products comply with requirements. 3. Include sieve analyses for aggregate materials. 4. Material Certificates: For each type of[imported soil and soil amendment and fertilizer before delivery to the site, according to the following: a. Manufacturer's qualified testing agency's certified analysis of standard products. b. Analysis of fertilizers, by a qualified testing agency, made according to AAPFCO methods for testing and labeling and according to AAPFCO's SUIP #25. c. Analysis of nonstandard materials, by a qualified testing agency, made according to SSSA methods, where applicable. B. Samples: For each bulk-supplied material, 1-gal. (4-L) volume of each in sealed containers labeled with content, source, and date obtained. Each Sample shall be typical of the lot of material to be furnished; provide an accurate representation of composition, color, and texture. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For each testing agency. B. Preconstruction Test Reports: For preconstruction soil analyses specified in "Preconstruction Testing" Article. C. Field quality-control reports. 1.7 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent, state-operated, or university-operated laboratory; experienced in soil science, soil testing, and plant nutrition; with the experience and capability to conduct the testing indicated; and that specializes in types of tests to be performed. 1. Multiple Laboratories: At Contractor's option, work may be divided among qualified testing laboratories specializing in physical testing, chemical testing, and fertility testing. 1.8 PRECONSTRUCTION TESTING A. Preconstruction Testing Service: [Engage] a qualified testing agency to perform preconstruction soil analyses on existing, on-site soil and imported soil. 1. Notify Architect seven days in advance of the dates and times when laboratory samples will be taken. B. Preconstruction Soil Analyses: For each unamended soil type, perform testing on soil samples and furnish soil analysis and a written report containing soil-amendment and fertilizer SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 4 recommendations by a qualified testing agency performing the testing according to "Soil- Sampling Requirements" and "Testing Requirements" articles. 1. Have testing agency identify and label samples and test reports according to sample collection and labeling requirements. 1.9 SOIL-SAMPLING REQUIREMENTS A. General: Extract soil samples according to requirements in this article. B. Sample Collection and Labeling: Have samples taken and labeled by state-certified, -licensed, or -registered soil scientist under the direction of the testing agency. 1. Number and Location of Samples: Minimum of three representative soil samples from varied locations where directed by Architect for each soil to be used or amended for landscaping purposes. 2. Procedures and Depth of Samples: According to USDA-NRCS's "Field Book for Describing and Sampling Soils.". 3. Division of Samples: Split each sample into two, equal parts. Send half to the testing agency and half to Owner for its records. 4. Labeling: Label each sample with the date, location keyed to a site plan or other location system, visible soil condition, and sampling depth. 1.10 TESTING REQUIREMENTS A. General: Perform tests on soil samples according to requirements in this article. B. Physical Testing: 1. Soil Texture: Soil-particle, size-distribution analysis by one of the following methods according to SSSA's "Methods of Soil Analysis - Part 1-Physical and Mineralogical Methods": a. Sieving Method: Report sand-gradation percentages for very coarse, coarse, medium, fine, and very fine sand; and fragment-gradation (gravel) percentages for fine, medium, and coarse fragments; according to USDA sand and fragment sizes. b. Hydrometer Method: Report percentages of sand, silt, and clay. 2. Total Porosity: Calculate using particle density and bulk density according to SSSA's "Methods of Soil Analysis - Part 1-Physical and Mineralogical Methods." 3. Water Retention: According to SSSA's "Methods of Soil Analysis - Part 1-Physical and Mineralogical Methods." 4. Saturated Hydraulic Conductivity: According to SSSA's "Methods of Soil Analysis - Part 1-Physical and Mineralogical Methods"; at 85% compaction according to ASTM D 698 (Standard Proctor). SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 5 C. Chemical Testing: 1. CEC: Analysis by sodium saturation at pH 7 according to SSSA's "Methods of Soil Analysis - Part 3- Chemical Methods." 2. Clay Mineralogy: Analysis and estimated percentage of expandable clay minerals using CEC by ammonium saturation at pH 7 according to SSSA's "Methods of Soil Analysis - Part 1- Physical and Mineralogical Methods." 3. Metals Hazardous to Human Health: Test for presence and quantities of RCRA metals including aluminum, arsenic, barium, copper, cadmium, chromium, cobalt, lead, lithium, and vanadium. If RCRA metals are present, include recommendations for corrective action. 4. Phytotoxicity: Test for plant-available concentrations of phytotoxic minerals including aluminum, arsenic, barium, cadmium, chlorides, chromium, cobalt, copper, lead, lithium, mercury, nickel, selenium, silver, sodium, strontium, tin, titanium, vanadium, and zinc. D. Fertility Testing: Soil-fertility analysis according to standard laboratory protocol of SSSA NAPT NCR-13, including the following: 1. Percentage of organic matter. 2. CEC, calcium percent of CEC, and magnesium percent of CEC. 3. Soil reaction (acidity/alkalinity pH value). 4. Buffered acidity or alkalinity. 5. Nitrogen ppm. 6. Phosphorous ppm. 7. Potassium ppm. 8. Manganese ppm. 9. Manganese-availability ppm. 10. Zinc ppm. 11. Zinc availability ppm. 12. Copper ppm. 13. Sodium ppm. 14. Soluble-salts ppm. 15. Presence and quantities of problem materials including salts and metals cited in the Standard protocol. If such problem materials are present, provide additional recommendations for corrective action. 16. Other deleterious materials, including their characteristics and content of each. E. Organic-Matter Content: Analysis using loss-by-ignition method according to SSSA's "Methods of Soil Analysis - Part 3- Chemical Methods." F. Recommendations: Based on the test results, state recommendations for soil treatments and soil amendments to be incorporated to produce satisfactory planting soil suitable for healthy, viable plants indicated. Include, at a minimum, recommendations for nitrogen, phosphorous, and potassium fertilization, and for micronutrients. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 6 1. Fertilizers and Soil Amendment Rates: State recommendations in weight [per 1000 sq. ft. (100 sq. m) for 6-inch (150-mm)depth of soil] <Insert requirement>. 2. Soil Reaction: State the recommended liming rates for raising pH or sulfur for lowering pH according to the buffered acidity or buffered alkalinity in weight [per 1000 sq. ft. (100 sq. m) for 6-inch (150-mm)depth of soil] <Insert requirement>. 1.11 DELIVERY, STORAGE, AND HANDLING A. Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and compliance with state and Federal laws if applicable. B. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. 2. Provide erosion-control measures to prevent erosion or displacement of bulk materials, discharge of soil-bearing water runoff, and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Do not move or handle materials when they are wet or frozen. 4. Accompany each delivery of bulk fertilizers and soil amendments with appropriate certificates. PART 2 - PRODUCTS 2.1 MATERIALS 2.2 PLANTING SOILS SPECIFIED BY COMPOSITION A. General: Soil amendments, fertilizers, and rates of application specified in this article are guidelines that may need revision based on testing laboratory's recommendations after preconstruction soil analyses are performed. B. Planting-Soil Existing, on-site surface soil, with the duff layer, if any, retained; and stockpiled on-site; modified to produce viable planting soil. Blend existing, on-site surface soil with the following soil amendments and fertilizers in the following quantities to produce planting soil: 1. Ratio of Loose Compost to Soil: [1:4] by volume. 2. Ratio of Loose Sphagnum or Muck Peat to Soil: [1:6] by volume. 3. Ratio of Loose Wood Derivatives Soil: [1:6] by volume. 4. Unacceptable Properties: Clean soil of the following: SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 7 a. Unacceptable Materials: Concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth. 5. Amended Soil Composition: Blend imported, unamended soil with the following soil amendments and fertilizers in the following quantities to produce planting soil: a. Ratio of Loose Compost to Soil: [1:4] [1:3] [1:2] <Insert ratio> by volume. b. Ratio of Loose [Sphagnum] [Muck] Peat to Soil: <Insert ratio> by volume. c. Ratio of Loose Wood Derivatives to Soil: <Insert ratio> by volume. 2.3 INORGANIC SOIL AMENDMENTS A. Lime: ASTM C 602, agricultural liming material containing a minimum of 80 percent calcium carbonate equivalent and as follows: 1. Class: T, with a minimum of 99 percent passing through a No. 8 (2.36-mm) sieve and a minimum of 75 percent passing through a No. 60 (0.25-mm) sieve. 2. Class: O, with a minimum of 95 percent passing through a No. 8 (2.36-mm) sieve and a minimum of 55 percent passing through a No. 60 (0.25-mm) sieve. 3. Form: Provide lime in form of ground dolomitic limestone. B. Sulfur: Granular, biodegradable, and containing a minimum of 90 percent elemental sulfur, with a minimum of 99 percent passing through a No. 6 (3.35-mm) sieve and a maximum of 10 percent passing through a No. 40 (0.425-mm) sieve. C. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur. D. Perlite: Horticultural perlite, soil amendment grade. E. Agricultural Gypsum: Minimum 90 percent calcium sulfate, finely ground with 90 percent passing through a No. 50 (0.30-mm) sieve. F. Sand: Clean, washed, natural or manufactured, free of toxic materials, and according to ASTM C 33/C 33M. 2.4 ORGANIC SOIL AMENDMENTS A. Compost: Well-composted, stable, and weed-free organic matter produced by composting feedstock, and bearing USCC's "Seal of Testing Assurance," and as follows: 1. Feedstock: May include animal waste. 2. Reaction: pH of 5.5 to 8. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 8 3. Soluble-Salt Concentration: Less than 4 dS/m. 4. Moisture Content: 35 to 55 percent by weight. 5. Organic-Matter Content:30 to 40 percent of dry weight. 6. Particle Size: Minimum of 98 percent passing through a [1-inch (25-mm)] sieve. B. Sphagnum Peat: Partially decomposed sphagnum peat moss, finely divided or of granular texture with 100 percent passing through a 1/2-inch (13-mm) sieve, a pH of 3.4 to 4.8, and a soluble-salt content measured by electrical conductivity of maximum 5 dS/m. C. Muck Peat: Partially decomposed moss peat, native peat, or reed-sedge peat, finely divided or of granular texture with 100 percent passing through a[1/2-inch (13-mm) sieve, a pH of 6 to 7.5, a soluble-salt content measured by electrical conductivity of [maximum 5] dS/m, having a water-absorbing capacity of 1100 to 2000 percent, and containing no sand. D. Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, debris, and material harmful to plant growth. 2.5 FERTILIZERS A. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 33 percent available phosphoric acid. B. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified testing agency. C. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified testing agency. D. Chelated Iron: Commercial-grade FeEDDHA for dicots and woody plants, and commercial- grade FeDTPA for ornamental grasses and monocots. PART 3 - EXECUTION 3.1 GENERAL A. Place planting soil and fertilizers according to requirements in other Specification Sections. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 9 B. Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in planting soil. C. Proceed with placement only after unsatisfactory conditions have been corrected. 3.2 PREPARATION OF UNAMENDED, ON-SITE SOIL BEFORE AMENDING A. Excavation: Excavate soil from designated area(s) to a depth of [6 inches (150 mm)] and stockpile until amended. B. Unacceptable Materials: Clean soil of concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth. C. Unsuitable Materials: Clean soil to contain a maximum of 5 percent by dry weight of stones, roots, plants, sod, clay lumps, and pockets of coarse sand. D. Screening: Pass unamended soil through a [3-inch (75-mm)] sieve to remove large materials. 3.3 PLACING AND MIXING PLANTING SOIL OVER EXPOSED SUBGRADE A. General: Apply and mix unamended soil with amendments on-site to produce required planting soil. Do not apply materials or till if existing soil or subgrade is, muddy, or excessively wet. B. Subgrade Preparation: Till subgrade to a minimum depth of 6 inches (150 mm). Remove stones larger than 1-1/2 inches (38 mm) in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Apply, add soil amendments, and mix approximately half the thickness of unamended soil over prepared, loosened subgrade according to "Mixing" Paragraph below. Mix thoroughly into top 2 inches (50 mm) of subgrade. Spread remainder of planting soil. C. Mixing: Spread unamended soil to total depth of 6 inches (150 mm) , but not less than required to meet finish grades after mixing with amendments and natural settlement. Do not spread if soil or subgrade is, muddy, or excessively wet. 1. Amendments: Apply soil amendments[, except compost,] and fertilizer, if required, evenly on surface, and thoroughly blend them with unamended soil to produce planting soil. a. Mix fertilizer with planting soil no more than seven days before planting. 2. Lifts: Apply and mix unamended soil and amendments in lifts not exceeding [8 inches (200 mm)] [12 inches (300 mm)] <Insert dimension> in loose depth for material SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 10 compacted by compaction equipment, and not more than [4 inches (100 mm)] [6 inches (150 mm)] in loose depth for material compacted by hand-operated tampers. D. Compaction: Compact each blended lift of planting soil to 75 to 82 percent of maximum Standard Proctor density according to ASTM D 698 and tested in-place . E. Finish Grading: Grade planting soil to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.4 PLACING MANUFACTURED PLANTING SOIL OVER EXPOSED SUBGRADE A. General: Apply manufactured soil on-site in its final, blended condition. Do not apply materials or till if existing soil or subgrade is, muddy, or excessively wet. B. Subgrade Preparation: Till subgrade to a minimum depth of 6 inches (150 mm) . Remove stones larger than 1-1/2 inches (38 mm) in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Apply approximately half the thickness of planting soil over prepared, loosened subgrade. Mix thoroughly into top 4 inches (100 mm) of subgrade. Spread remainder of planting soil. C. Application: Spread planting soil to total depth of 6 inches (150 mm), but not less than required to meet finish grades after natural settlement. Do not spread if soil or subgrade is, muddy, or excessively wet. 1. Lifts: Apply planting soil in lifts not exceeding 8 inches (200 mm) in loose depth for material compacted by compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. D. Compaction: Compact each lift of planting soil to 75 to 82 percent of maximum Standard Proctor density according to ASTM D 698. E. Finish Grading: Grade planting soil to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.5 BLENDING PLANTING SOIL IN PLACE A. General: Mix amendments with in-place, unamended soil to produce required planting soil. Do not apply materials or till if existing soil or subgrade is, muddy, or excessively wet. B. Preparation: Till unamended, existing soil in planting areas to a minimum depth of of 4 inches (100 mm) . Remove stones larger than [1-1/2 inches (38 mm)] in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 11 C. Mixing: Apply soil amendments, except compost, and fertilizer, if required, evenly on surface, and thoroughly blend them into full depth of unamended, in-place soil to produce planting soil. 1. Mix fertilizer with planting soil no more than seven days before planting. D. Compaction: Compact blended planting soil to 75 to 82 percent of maximum Standard Proctor density according to ASTM D 698 . E. Finish Grading: Grade planting soil to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.6 APPLYING COMPOST TO SURFACE OF PLANTING SOIL A. Application: Apply compost component of planting-soil mix 4 inches (100 mm) of compost to surface of in-place planting soil. Do not apply materials or till if existing soil or subgrade is, muddy, or excessively wet. B. Finish Grading: Grade surface to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.7 FIELD QUALITY CONTROL A. Testing Agency Engage a qualified testing agency to perform tests and inspections. B. Perform the following tests and inspections: 1. Compaction: Test planting-soil compaction after placing each lift and at completion using a densitometer or soil-compaction meter calibrated to a reference test value based on laboratory testing according to ASTM D 698. Space tests at no less than one for each 2000 sq. ft. (200 sq. m) of in-place soil or part thereof. C. Soil will be considered defective if it does not pass tests and inspections. D. Prepare test and inspection reports. E. Label each sample and test report with the date, location keyed to a site plan or other location system, visible conditions when and where sample was taken, and sampling depth. 3.8 PROTECTION A. Protect areas of in-place soil from additional compaction, disturbance, and contamination. Prohibit the following practices within these areas except as required to perform planting operations: 1. Storage of construction materials, debris, or excavated material. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 SOIL PREPARATION 329113 - 12 2. Parking vehicles or equipment. 3. Vehicle traffic. 4. Foot traffic. 5. Erection of sheds or structures. 6. Impoundment of water. 7. Excavation or other digging unless otherwise indicated. B. If planting soil or subgrade is overcompacted, disturbed, or contaminated by foreign or deleterious materials or liquids, remove the planting soil and contamination; restore the subgrade as directed by Architect and replace contaminated planting soil with new planting soil. 3.9 CLEANING A. Protect areas adjacent to planting-soil preparation and placement areas from contamination. Keep adjacent paving and construction clean and work area in an orderly condition. B. Remove surplus soil and waste material including excess subsoil, unsuitable materials, trash, and debris and legally dispose of them off Owner's property unless otherwise indicated. 1. Dispose of excess subsoil and unsuitable materials on-site where directed by Owner. END OF SECTION 329113 SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 1 SECTION 329200 - TURF AND GRASSES TIPS: To view non-printing Editor's Notes that provide guidance for editing, click on Masterworks/Single-File Formatting/Toggle/Editor's Notes. To read detailed research, technical information about products and materials, and coordination checklists, click on Masterworks/Supporting Information. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Seeding. 2. Hydroseeding. 3. Turf renovation. 4. Erosion-control material(s). B. Related Requirements: 1. Section 329300 "Plants" for trees, shrubs, ground covers, and other plants as well as border edgings and mow strips. 2. Section 334600 "Subdrainage" for below-grade drainage of landscaped areas. 1.3 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. Pesticides include insecticides, miticides, herbicides, fungicides, rodenticides, and molluscicides. They also includes substances or mixtures intended for use as a plant regulator, defoliant, or desiccant. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 2 C. Pests: Living organisms that occur where they are not desired or that cause damage to plants, animals, or people. Pests include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses. D. Planting Soil: Existing, on-site soil; imported soil; or manufactured soil that has been modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. See [Section 329113 "Soil Preparation"] [Section 329115 "Soil Preparation (Performance Specification)"] and drawing designations for planting soils. E. Subgrade: The surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil is placed. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at [Project site] <Insert location>. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For landscape Installer. B. Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixture, stating the botanical and common name, percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. 1. Certification of each seed mixture for [turfgrass sod] [plugs]. Include identification of source and name and telephone number of supplier. C. Product Certificates: For fertilizers, from manufacturer. D. Pesticides and Herbicides: Product label and manufacturer's application instructions specific to Project. 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: Recommended procedures to be established by Owner for maintenance of turf[ and meadows] during a calendar year. Submit before expiration of required maintenance periods. 1.7 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful turf[ and meadow] establishment. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 3 1. Professional Membership: Installer shall be a member in good standing of either the Professional Landcare Network or the American Nursery and Landscape Association. 2. Experience: [Three] [Five] <Insert number> years' experience in turf installation in addition to requirements in Section 014000 "Quality Requirements." 3. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. 4. Personnel Certifications: Installer's [field supervisor] [personnel assigned to the Work] shall have certification in [one of] [all of] the following categories from the Professional Landcare Network: a. Landscape Industry Certified Technician - Exterior. b. Landscape Industry Certified Lawncare Manager. c. Landscape Industry Certified Lawncare Technician. 5. Pesticide Applicator: State licensed, commercial. 1.8 DELIVERY, STORAGE, AND HANDLING A. Seed and Other Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of compliance with state and Federal laws, as applicable. B. Sod: Harvest, deliver, store, and handle sod according to requirements in "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" sections in TPI's "Guideline Specifications to Turfgrass Sodding." Deliver sod within 24 hours of harvesting and in time for planting promptly. Protect sod from breakage and drying. C. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. 2. Provide erosion-control measures to prevent erosion or displacement of bulk materials; discharge of soil-bearing water runoff; and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Accompany each delivery of bulk materials with appropriate certificates. 1.9 FIELD CONDITIONS A. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with initial maintenance periods to provide required maintenance from date of [planting completion] [Substantial Completion] <Insert starting time>. 1. Spring Planting: <Insert dates>. 2. Fall Planting: <Insert dates>. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 4 B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed when beneficial and optimum results may be obtained. Apply products during favorable weather conditions according to manufacturer's written instructions. PART 2 - PRODUCTS 2.1 SEED A. Grass Seed: Fresh, clean, dry, new-crop seed complying with AOSA's "Rules for Testing Seeds" for purity and germination tolerances. B. Seed Species: 1. Quality: State-certified seed of grass species as listed below for solar exposure. 2. Quality: Seed of grass species as listed below for solar exposure, with not less than [85] <Insert number> percent germination, not less than [95] <Insert number> percent pure seed, and not more than [0.5] <Insert number> percent weed seed: 3. Full Sun: Bermudagrass (Cynodon dactylon). 4. Full Sun: Kentucky bluegrass (Poa pratensis), a minimum of three cultivars. 5. Sun and Partial Shade: Proportioned by weight as follows: a. 50 percent Kentucky bluegrass (Poa pratensis). b. 30 percent chewings red fescue (Festuca rubra variety). c. 10 percent perennial ryegrass (Lolium perenne). d. 10 percent redtop (Agrostis alba). 6. Shade: Proportioned by weight as follows: a. 50 percent chewings red fescue (Festuca rubra variety). b. 35 percent rough bluegrass (Poa trivialis). c. 15 percent redtop (Agrostis alba). C. Grass-Seed Mix: Proprietary seed mix as follows: 1. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. <Insert manufacturer's name; product name or designation>. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 5 2.2 TURFGRASS SOD A. Turfgrass Sod: [Certified] [Approved] [Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects], complying with "Specifications for Turfgrass Sod Materials" in TPI's "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture that is strongly rooted and capable of vigorous growth and development when planted. B. Turfgrass Species: [Bermudagrass (Cynodon dactylon)] [Carpetgrass (Axonopus affinis)] [Centipedegrass (Eremochloa ophiuroides)] [St. Augustinegrass (Stenotaphrum secundatum)] [Zoysiagrass (Zoysia japonica)] [Zoysiagrass (Zoysia matrella)] <Insert species>. C. Turfgrass Species: Sod of grass species as follows, with not less than [85] <Insert number> percent germination, not less than [95] <Insert number> percent pure seed, and not more than [0.5] <Insert number> percent weed seed: 1. Full Sun: Kentucky bluegrass (Poa pratensis), a minimum of three cultivars. 2. Sun and Partial Shade: Proportioned by weight as follows: a. 50 percent Kentucky bluegrass (Poa pratensis). b. 30 percent chewings red fescue (Festuca rubra variety). c. 10 percent perennial ryegrass (Lolium perenne). d. 10 percent redtop (Agrostis alba). 3. Shade: Proportioned by weight as follows: a. 50 percent chewings red fescue (Festuca rubra variety). b. 35 percent rough bluegrass (Poa trivialis). c. 15 percent redtop (Agrostis alba). 2.3 PLUGS A. Plugs: Turfgrass sod, [Certified] [Approved] [Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects], complying with "Specifications for Turfgrass Sod Materials" in TPI's "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture that is cut into square or round plugs, strongly rooted, and capable of vigorous growth and development when planted; of the following turfgrass species and plug size: 1. Turfgrass Species: [Bermudagrass (Cynodon dactylon)] [Carpetgrass (Axonopus affinis)] [Centipedegrass (Eremochloa ophiuroides)] [St. Augustinegrass (Stenotaphrum secundatum)] [Zoysiagrass (Zoysia japonica)] [Zoysiagrass (Zoysia matrella)] <Insert species>. 2. Plug Size: [2 inches (50 mm)] [3 inches (75 mm)] [4 inches (100 mm)] <Insert dimension>. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 6 2.4 SPRIGS A. Sod Sprigs: Healthy living stems, rhizomes, or stolons with a minimum of two nodes and attached roots free of soil, of the following turfgrass species: 1. Turfgrass Species: [Bermudagrass (Cynodon dactylon)] [Carpetgrass (Axonopus affinis)] [Centipedegrass (Eremochloa ophiuroides)] [St. Augustinegrass (Stenotaphrum secundatum)] [Zoysiagrass (Zoysia japonica)] [Zoysiagrass (Zoysia matrella)] <Insert species>. 2. Turfgrass Species: Creeping bentgrass (Agrostis palustris). 2.5 MEADOW GRASSES AND WILDFLOWERS A. Wildflower Seed: Fresh, clean, and dry new seed, of mixed species as follows: 1. <Insert mix of wildflower species>. B. Native-Grass Seed: Fresh, clean, and dry new seed, of mixed species as follows: 1. <Insert mix of native-grass species>. C. Wildflower and Native-Grass Seed: Fresh, clean, and dry new seed, of mixed species as follows: 1. <Insert mix of wildflower and native-grass species>. D. Seed Carrier: Inert material, sharp clean sand or perlite. 2.6 FERTILIZERS A. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: [1 lb/1000 sq. ft. (0.45 kg/92.9 sq. m)] <Insert value> of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight. 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing laboratory. B. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 7 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing laboratory. 2.7 MULCHES A. Straw Mulch: Provide air-dry, clean, mildew- and seed-free, salt hay or threshed straw of wheat, rye, oats, or barley. B. Sphagnum Peat Mulch: Partially decomposed sphagnum peat moss, finely divided or of granular texture, and with a pH range of 3.4 to 4.8. C. Muck Peat Mulch: Partially decomposed moss peat, native peat, or reed-sedge peat, finely divided or of granular texture, with a pH range of 6 to 7.5, and having a water-absorbing capacity of 1100 to 2000 percent, and containing no sand. D. Compost Mulch: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch (25-mm) sieve; soluble salt content of [2 to 5] <Insert range or value> decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: [50 to 60] <Insert number range> percent of dry weight. 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source-separated or compostable mixed solid waste. E. Fiber Mulch: Biodegradable, dyed-wood, cellulose-fiber mulch; nontoxic and free of plant- growth or germination inhibitors; with a maximum moisture content of 15 percent and a pH range of 4.5 to 6.5. F. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber-mulch manufacturer for slurry application; nontoxic and free of plant-growth or germination inhibitors. G. Asphalt Emulsion: ASTM D 977, Grade SS-1; nontoxic and free of plant-growth or germination inhibitors. 2.8 PESTICIDES A. General: Pesticide, registered and approved by the EPA, acceptable to authorities having jurisdiction, and of type recommended by manufacturer for each specific problem and as required for Project conditions and application. Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction. B. Pre-Emergent Herbicide (Selective and Nonselective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 8 C. Post-Emergent Herbicide (Selective and Nonselective): Effective for controlling weed growth that has already germinated. 2.9 EROSION-CONTROL MATERIALS A. Erosion-Control Blankets: Biodegradable wood excelsior, straw, or coconut-fiber mat enclosed in a photodegradable plastic mesh. Include manufacturer's recommended steel wire staples, 6 inches (150 mm) long. B. Erosion-Control Fiber Mesh: Biodegradable burlap or spun-coir mesh, a minimum of 0.92 lb/sq. yd. (0.5 kg/sq. m), with 50 to 65 percent open area. Include manufacturer's recommended steel wire staples, 6 inches (150 mm) long. C. Erosion-Control Mats: Cellular, nonbiodegradable slope-stabilization mats designed to isolate and contain small areas of soil over steeply sloped surface, of [3-inch (75-mm)] [4-inch (100- mm)] [6-inch (150-mm)] <Insert dimension> nominal mat thickness. Include manufacturer's recommended anchorage system for slope conditions. 1. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. Invisible Structures, Inc; Slopetame 2. b. Presto Products Company; Geoweb. c. Tenax Corporation - USA; Tenweb. d. <Insert manufacturer's name; product name or designation>. 2.10 GRASS-PAVING MATERIALS A. Grass Paving: Cellular, nonbiodegradable plastic mats, designed to contain small areas of soil and enhance the ability of turf to support vehicular and pedestrian traffic, of [1-inch (25-mm)] [1-3/4-inch (45-mm)] [2-inch (50-mm)] [manufacturer's standard] <Insert dimension> nominal mat thickness. Include manufacturer's recommended anchorage system for slope conditions. 1. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. Invisible Structures, Inc; Grasspave2. b. NDS, Inc; [Grassroad Paver8 Plus] [Tufftrack]. c. PermaTurf Co., Inc. d. Presto Products Company; Geoblock Porous Pavement System. e. RK Manufacturing, Inc; Grassy Pavers. f. <Insert manufacturer's name; product name or designation>. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 9 B. Base Course: Sound crushed stone or gravel complying with [ASTM D 448 for Size No. 8] [Section 312000 "Earth Moving" for base-course material] <Insert requirements>. C. Sand: Sound, sharp, washed, natural sand or crushed stone complying with gradation requirements in ASTM C 33/C 33M for fine aggregate. D. Proprietary Growing Mix: As submitted and acceptable to Architect. E. Sandy Loam Soil Mix: Sound, sharp, washed, natural sand or crushed stone complying with gradation requirements in ASTM C 33/C 33M for fine aggregate blended with planting soil <Insert drawing designation>. Use blend consisting of [1/2 sand and 1/2 planting soil] [2/3 sand and 1/3 planting soil] <Insert proportions>. F. Soil for Paving Fill: Planting soil <Insert drawing designation>. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to be planted for compliance with requirements and other conditions affecting installation and performance of the Work. 1. Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in soil within a planting area. 2. Suspend planting operations during periods of excessive soil moisture until the moisture content reaches acceptable levels to attain the required results. 3. Uniformly moisten excessively dry soil that is not workable or which is dusty. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. If contamination by foreign or deleterious material or liquid is present in soil within a planting area, remove the soil and contamination as directed by Architect and replace with new planting soil. 3.2 PREPARATION A. Protect structures; utilities; sidewalks; pavements; and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydroseeding and hydromulching overspray. 2. Protect grade stakes set by others until directed to remove them. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 10 B. Install erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. 3.3 TURF AREA PREPARATION A. General: Prepare planting area for soil placement and mix planting soil according to [Section 329113 "Soil Preparation."] [Section 329115 "Soil Preparation (Performance Specification)."] B. Placing Planting Soil: [Place and mix planting soil in place over exposed subgrade] [Place manufactured planting soil over exposed subgrade] [Blend planting soil in place] <Insert requirement>. 1. Reduce elevation of planting soil to allow for soil thickness of sod. C. Moisten prepared area before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. D. Before planting, obtain Architect's acceptance of finish grading; restore planting areas if eroded or otherwise disturbed after finish grading. 3.4 PREPARATION FOR EROSION-CONTROL MATERIALS A. Prepare area as specified in "Turf Area Preparation" Article. B. For erosion-control mats, install planting soil in two lifts, with second lift equal to thickness of erosion-control mats. Install erosion-control mat and fasten as recommended by material manufacturer. C. Fill cells of erosion-control mat with planting soil and compact before planting. D. For erosion-control blanket or mesh, install from top of slope, working downward, and as recommended by material manufacturer for site conditions. Fasten as recommended by material manufacturer. E. Moisten prepared area before planting if surface is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. 3.5 PREPARATION FOR GRASS-PAVING MATERIALS A. Reduce subgrade elevation soil to allow for thickness of grass-paving system. Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade so that installed paving is within plus or minus 1/2 inch (13 mm) of finish elevation. Roll and rake, remove ridges, and fill depressions. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 11 B. Install [base course] [and] [sand course] and [sandy loam soil mix] [proprietary growing mix] [soil for paving fill] as recommended by paving-material manufacturer for site conditions and according to details indicated on Drawings. Compact according to paving-material manufacturer's written instructions. C. Install paving mat and fasten according to paving-material manufacturer's written instructions. D. Before planting, fill cells of paving mat with [planting soil] [sandy loam soil mix] [proprietary growing mix] [sand half full] and compact according to manufacturer's written instructions. E. Moisten prepared area before planting if surface is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. 3.6 SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph (8 km/h). 1. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 2. Do not use wet seed or seed that is moldy or otherwise damaged. 3. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. B. Sow seed at a total rate of [2 lb/1000 sq. ft. (0.9 kg/92.9 sq. m)] [3 to 4 lb/1000 sq. ft. (1.4 to 1.8 kg/92.9 sq. m)] [5 to 8 lb/1000 sq. ft. (2.3 to 3.6 kg/92.9 sq. m)] <Insert values>. C. Rake seed lightly into top 1/8 inch (3 mm) of soil, roll lightly, and water with fine spray. D. Protect seeded areas with slopes exceeding [1:4 with erosion-control blankets] [and] [1:6 with erosion-control fiber mesh] installed and stapled according to manufacturer's written instructions. E. Protect seeded areas with erosion-control mats where indicated on Drawings; install and anchor according to manufacturer's written instructions. F. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread uniformly at a minimum rate of [2 tons/acre (42 kg/92.9 sq. m)] <Insert values> to form a continuous blanket [1-1/2 inches (38 mm)] <Insert dimension> in loose thickness over seeded areas. Spread by hand, blower, or other suitable equipment. 1. Anchor straw mulch by crimping into soil with suitable mechanical equipment. 2. Bond straw mulch by spraying with asphalt emulsion at a rate of [10 to 13 gal./1000 sq. ft. (38 to 49 L/92.9 sq. m)] <Insert values>. Take precautions to prevent damage or staining of structures or other plantings adjacent to mulched areas. Immediately clean damaged or stained areas. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 12 G. Protect seeded areas from hot, dry weather or drying winds by applying [compost mulch] [peat mulch] [planting soil] within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a thickness of [3/16 inch (4.8 mm)] <Insert dimension>, and roll surface smooth. 3.7 HYDROSEEDING A. Hydroseeding: Mix specified seed, [commercial fertilizer] [slow-release fertilizer] <Insert type>, and fiber mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogeneous slurry suitable for hydraulic application. 1. Mix slurry with [nonasphaltic] [asphalt-emulsion] [fiber-mulch manufacturer's recommended] tackifier. 2. Spray-apply slurry uniformly to all areas to be seeded in a one-step process. Apply slurry at a rate so that mulch component is deposited at not less than [1500-lb/acre (15.6- kg/92.9 sq. m)] <Insert values> dry weight, and seed component is deposited at not less than the specified seed-sowing rate. 3. Spray-apply slurry uniformly to all areas to be seeded in a two-step process. Apply first slurry coat at a rate so that mulch component is deposited at not less than [500-lb/acre (5.2-kg/92.9 sq. m)] <Insert values> dry weight, and seed component is deposited at not less than the specified seed-sowing rate. Apply slurry cover coat of fiber mulch (hydromulching) at a rate of [1000 lb/acre (10.4 kg/92.9 sq. m)] <Insert values>. 3.8 SODDING A. Lay sod within 24 hours of harvesting[ unless a suitable preservation method is accepted by Architect prior to delivery time]. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to soil or sod during installation. Tamp and roll lightly to ensure contact with soil, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. 1. Lay sod across slopes exceeding 1:3. 2. Anchor sod on slopes exceeding 1:6 with wood pegs[ or steel staples] spaced as recommended by sod manufacturer but not less than two anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within two hours of planting. During first week after planting, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches (38 mm) below sod. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 13 3.9 PLUGGING A. Plant plugs in holes or furrows, spaced [12 inches (300 mm)] [18 inches (450 mm)] <Insert dimension> apart in [both directions] [triangular pattern]. On slopes, contour furrows to near level. 3.10 SPRIGGING A. Plant freshly shredded sod sprigs in furrows [1 to 1-1/2 inches (25 to 38 mm)] [1-1/2 to 2 inches (38 to 50 mm)] [2-1/2 to 3 inches (64 to 75 mm)] deep. Place individual sprigs with roots and portions of stem in moistened soil, [6 inches (150 mm)] [12 inches (300 mm)] <Insert dimension> apart in rows [10 inches (250 mm)] [18 inches (450 mm)] <Insert dimension> apart, and fill furrows without covering growing tips. Lightly roll and firm soil around sprigs after planting. B. Broadcast sprigs uniformly over prepared surface at a rate of [10 cu. ft./1000 sq. ft. (0.28 cu. m/92.9 sq. m)] <Insert values> and mechanically force sprigs into lightly moistened soil. 1. Spread a 1/4-inch- (6-mm-) thick layer of [compost mulch] [peat mulch] [planting soil] on sprigs. 2. Lightly roll and firm soil around sprigs after planting. 3. Water sprigs immediately after planting and keep moist by frequent watering until well rooted. 3.11 TURF RENOVATION A. Renovate existing turf where indicated. B. Renovate turf damaged by Contractor's operations, such as storage of materials or equipment and movement of vehicles. 1. Reestablish turf where settlement or washouts occur or where minor regrading is required. 2. Install new planting soil as required. C. Remove sod and vegetation from diseased or unsatisfactory turf areas; do not bury in soil. D. Remove topsoil containing foreign materials, such as oil drippings, fuel spills, stones, gravel, and other construction materials resulting from Contractor's operations, and replace with new planting soil. E. Mow, dethatch, core aerate, and rake existing turf. F. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required. Do not use pre-emergence herbicides. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 14 G. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of them off Owner's property. H. Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches (150 mm). I. Apply[ soil amendments and] initial fertilizer required for establishing new turf and mix thoroughly into top 4 inches (100 mm) of existing soil. Install new planting soil to fill low spots and meet finish grades. 1. Soil Amendment(s): <Insert required soil amendment(s)> according to requirements of [Section 329113 "Soil Preparation."] [Section 329115 "Soil Preparation (Performance Specification)."] Apply <Insert soil amendment> at the rate of <Insert application rate>. 2. Initial Fertilizer: [Commercial fertilizer] [Slow-release fertilizer] <Insert type> applied according to manufacturer's recommendations. J. Apply [seed and protect with straw mulch] [sod] [plugs] [sprigs] as required for new turf. K. Water newly planted areas and keep moist until new turf is established. 3.12 TURF MAINTENANCE A. General: Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming, replanting, and performing other operations as required to establish healthy, viable turf. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth turf. Provide materials and installation the same as those used in the original installation. 1. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace materials and turf damaged or lost in areas of subsidence. 2. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. 3. Apply treatments as required to keep turf and soil free of pests and pathogens or disease. Use integrated pest management practices whenever possible to minimize the use of pesticides and reduce hazards. B. Watering: Install and maintain temporary piping, hoses, and turf-watering equipment to convey water from sources and to keep turf uniformly moist to a depth of 4 inches (100 mm). 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water turf with fine spray at a minimum rate of 1 inch (25 mm) per week unless rainfall precipitation is adequate. C. Mow turf as soon as top growth is tall enough to cut. Repeat mowing to maintain specified height without cutting more than one-third of grass height. Remove no more than one-third of SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 15 grass-leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: 1. Mow [bentgrass] <Insert grass species> to a height of 1/2 inch (13 mm) or less. 2. Mow [bermudagrass] <Insert grass species> to a height of 1/2 to 1 inch (13 to 25 mm). 3. Mow [carpetgrass] [centipedegrass] [perennial ryegrass] [zoysiagrass] <Insert grass species> to a height of 1 to 2 inches (25 to 50 mm). 4. Mow [Kentucky bluegrass] [buffalograss] [annual ryegrass] [chewings red fescue] <Insert grass species> to a height of 1-1/2 to 2 inches (38 to 50 mm). 5. Mow [bahiagrass] [turf-type tall fescue] [St. Augustinegrass] <Insert grass species> to a height of 2 to 3 inches (50 to 75 mm). D. Turf Postfertilization: Apply [commercial fertilizer] [slow-release fertilizer] <Insert type> after initial mowing and when grass is dry. 1. Use fertilizer that provides actual nitrogen of at least [1 lb/1000 sq. ft. (0.45 kg/92.9 sq. m)] <Insert value> to turf area. 3.13 SATISFACTORY TURF A. Turf installations shall meet the following criteria as determined by Architect: 1. Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding [90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not exceeding 5 by 5 inches (125 by 125 mm)] <Insert coverage>. 2. Satisfactory Sodded Turf: At end of maintenance period, a healthy, well-rooted, even- colored, viable turf has been established, free of weeds, open joints, bare areas, and surface irregularities. 3. Satisfactory Plugged Turf: At end of maintenance period, the required number of plugs has been established as well-rooted, viable patches of grass, and areas between plugs are free of weeds and other undesirable vegetation. 4. Satisfactory Sprigged Turf: At end of maintenance period, the required number of sprigs has been established as well-rooted, viable plants, and areas between sprigs are free of weeds and other undesirable vegetation. B. Use specified materials to reestablish turf that does not comply with requirements, and continue maintenance until turf is satisfactory. 3.14 MEADOW A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph (8 km/h). SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 16 1. Before sowing, mix seed with seed carrier at a ratio of not less than [two] [three] [four] <Insert number> parts seed carrier to one part seed. 2. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 3. Do not use wet seed or seed that is moldy or otherwise damaged. B. Sow seed at a total rate of [4 oz./1000 sq. ft. (113 g/92.9 sq. m)] [5 oz./1000 sq. ft. (142 g/92.9 sq. m)] [6 oz./1000 sq. ft. (170 g/92.9 sq. m)] <Insert values>. C. Brush seed into top 1/16 inch (1.6 mm) of soil, roll lightly, and water with fine spray. D. Protect seeded areas from hot, dry weather or drying winds by applying [peat] [or] [compost] mulch within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a thickness of 3/16 inch (4.8 mm), and roll surface smooth. E. Water newly planted areas and keep moist until meadow is established. 3.15 MEADOW MAINTENANCE A. Maintain and establish meadow by watering, weeding, mowing, trimming, replanting, and performing other operations as required to establish a healthy, viable meadow. Roll, regrade, and replant bare or eroded areas and remulch. Provide materials and installation the same as those used in the original installation. 1. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace materials and meadow damaged or lost in areas of subsidence. 2. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. 3. Apply treatments as required to keep meadow and soil free of pests and pathogens or disease. Use integrated pest management practices whenever possible to minimize the use of pesticides and reduce hazards. B. Watering: Install and maintain temporary piping, hoses, and meadow-watering equipment to convey water from sources and to keep meadow uniformly moist. 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water meadow with fine spray at a minimum rate of 1/2 inch (13 mm) per week for [four] [six] [eight] weeks after planting unless rainfall precipitation is adequate. 3.16 PESTICIDE APPLICATION A. Apply pesticides and other chemical products and biological control agents according to requirements of authorities having jurisdiction and manufacturer's written recommendations. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 17 Coordinate applications with Owner's operations and others in proximity to the Work. Notify Owner before each application is performed. B. Post-Emergent Herbicides (Selective and Nonselective): Apply only as necessary to treat already-germinated weeds and according to manufacturer's written recommendations. 3.17 CLEANUP AND PROTECTION A. Promptly remove soil and debris created by turf work from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. C. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after plantings are established. D. Remove nondegradable erosion-control measures after grass establishment period. 3.18 MAINTENANCE SERVICE A. Turf Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in "Turf Maintenance" Article. Begin maintenance immediately after each area is planted and continue until acceptable turf is established, but for not less than the following periods: 1. Seeded Turf: [60] <Insert number> days from date of [planting completion] [Substantial Completion] <Insert starting time>. a. When initial maintenance period has not elapsed before end of planting season, or if turf is not fully established, continue maintenance during next planting season. 2. Sodded Turf: [30] <Insert number> days from date of [planting completion] [Substantial Completion] <Insert starting time>. 3. Plugged Turf: [30] <Insert number> days from date of [planting completion] [Substantial Completion] <Insert starting time>. 4. Sprigged Turf: [30] <Insert number> days from date of [planting completion] [Substantial Completion] <Insert starting time>. B. Meadow Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in "Meadow Maintenance" Article. Begin maintenance immediately after each area is planted and continue until acceptable meadow is established, but for not less than maintenance period below. SPECIFICATIONS St. Croix Central High School New Track and Field Project RFD No. 2 Kingshill St. St. Croix, Virgin Islands The deJongh Group, PC, Architects June 2014 TURF AND GRASSES 329200 - 18 1. Maintenance Period: [40] <Insert number> days from date of [planting completion] [Substantial Completion] <Insert starting time>. END OF SECTION 329200