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Table of Contents Attachment B - Technical Specifications TABLE OF CONTENTS GENERAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01100 SUMMARY OF WORK 01200 MEASUREMENT AND PAYMENT 01300 CONTRACT ADMINISTRATION PARTIAL PAYMENT ESTIMATE SCHEDULE OF VALUES FORM SHOP DRAWING/SUBMITTAL LOG AND CONTROL SHEET SHOP DRAWINGS/SUBMITTAL CONTROL FORM REQUEST FOR INFORMATION PROPOSED CONTRACT MODIFICATION NOTICE OF NONCOMPLIANCE CONSTRUCTION CONTRACT CHANGE ORDER CERTIFICATE OF SUBSTANTIAL COMPLETION CERTIFICATE OF GUARANTEE 01500 TEMPORARY FACILITIES AND TEMPORARY CONTROLS 01590 FIELD OFFICES 01600 MATERIAL AND EQUIPMENT 01710 FINAL CLEANING 01770 CONTRACT CLOSEOUT TECHNICAL SPECIFICATIONS DIVISION 2 – SITE CONSTRUCTION 02020 ENVIRONMENTAL PROTECTION 02095 FABRIC FORMED CONCRETE 02120 PAVING AND SURFACING 02130 PASSIVE GAS WELLS AND EXTRACTION SYSTEM 02220 EARTHWORK 02225 TRENCHING 02270 SOIL EROSION AND SEDIMENTATION CONTROL 02485 SODDING 02486 HYDROSEEDING 02701 LLDPE GEOMEMBRANE LINER 02714 GEOTEXTILE 02930 GEOCOMPOSITE i Attachment B - Technical Specifications DIVISION 15 – MECHANICAL 15060 HDPE PIPE AND PIPE FITTINGS 15079 CORRUGATED POLYETHYLENE PIPE APPENDICES APPENDIX A CONSTRUCTION QUALITY ASSURANCE PLAN APPENDIX B FDEP SOLID WASTE PERMIT APPENDIX C LEON COUNTY ENVIRONMENTAL MANAGEMENT PERMIT APPENDIX D BORROW SOURCE SOILS TESTS ii Attachment B - Technical Specifications DIVISION 1 GENERAL REQUIREMENTS Attachment B - Technical Specifications SECTION 01100 SUMMARY OF WORK PART 1 GENERAL 1.01 GENERAL REQUIREMENTS Unless otherwise specified on the construction drawings or specifications (Contract Documents), all work and the quality of materials shall conform to the referenced sections of the Florida Department of Transportation (FDOT) “Standard Specifications for Road and Bridge Construction”, “Supplemental Specifications” and “Roadway and Traffic Design Standards”. Wherever references are made to other specifications, standards, or requirements, it shall be understood that the latest specifications, standards or requirements are intended and shall apply, except as otherwise specified or to the extent that said specifications, standards or requirements may be in conflict with applicable laws, ordinances, rules and regulations. Contractor shall retain on the job site copies of both standard FDOT documents. Basis of payment shall conform to Section 01200 of the General Requirements. 1.02 DESCRIPTION OF THE PROJECT A. The Work to be performed generally consists of the closure of the Leon County Class I Landfill Phases II-B, II-C II-D and Class III East, West and South landfills. The Class III South landfill is adjacent to the Class I II-D cell and will be included as part of the Class I final closure system, site access roads, stormwater drainage facilities, earthwork and installation of a passive gas extraction system in accordance with the Contract Documents. B. Work shall include all surveying and record drawings, as required by the Florida Department of Environmental Protection (DEP) and Leon County Development Support & Environmental Management Services. 1. Testing shall be performed by Owner. 2. Retest for failed tests shall be paid by Contractor and performed by Owner. C. All incidental, minor and miscellaneous items, Work, and materials not specified or shown, which are necessary to complete the indicated Work and to maintain and repair the Work, or which may be reasonably implied as included, shall be done and furnished by Contractor without extra charge to Owner. 1.03 DRAWINGS AND SPECIFICATIONS A. The drawings and specification divisions are an integrated part of the contract 01100-1 Attachment B - Technical Specifications documents and, as such, will not stand alone if used independently as individual sections, divisions, or drawing sheets. The drawings and specifications establish minimum standards of quality for this project. Contractor shall take no advantage of any error or omission in the drawings or of any discrepancy between the drawings and/or specifications. In all cases of doubt as to the meaning of the drawings and specifications, the decision of the Engineer will be final and conclusive. Contractor shall notify Engineer upon discovery of any actual or perceived discrepancy in or between the drawings and specifications. 1.04 PERMITS AND REGULATING AGENCY APPROVALS A. Contractor’s attention is drawn to the fact that certain permits and governmental agency approvals are required for various portions of the Work. The Owner has obtained a solid waste landfill closure construction permit from the FDEP and an environmental management permit (stormwater) from Leon County Development Support & Environmental Management. Copies of these permits are included in the Appendices. It shall be expressly understood that nothing in these contract documents shall lessen or modify any permit stipulation or condition of approval, and that it is the Contractor’s responsibility to comply with all regulatory requirements affecting the Work, including any and all environmental requirements. B. Contractor shall be responsible for obtaining and complying with any and all local permits necessary to perform the Work. This shall include, but not be limited to: (i) sediment control permits and approved plans for off-site borrow pits or spoil areas; (ii) traffic and highway permits; and (iii) temporary building and/or electrical permits. The Contractor shall pay all costs and fees associated with obtaining the permits for which the Contractor is responsible. 1.05 CONSTRUCTION QUALITY ASSURANCE REQUIREMENTS A. All material incorporated into the Work shall be new and of the highest grade. All materials shall be handled and stored in accordance with manufacturer’s recommendations. B. All Work will be monitored and tested by a Construction Quality Assurance (CQA) Consultant in accordance with the requirements of the CQA Plan. C. Contractor shall be aware of all testing activities outlined in the CQA Plan and shall account for these activities in the construction schedule. D. Contractor shall be responsible for cooperating with the CQA Consultant during all earthwork-related testing activities. Contractor shall provide equipment and labor to assist the CQA Consultant in sampling, if requested, and shall also provide access to all areas requiring testing. Contractor shall repair any damage to finished Work 01100-2 Attachment B - Technical Specifications caused by the CQA Consultant’s sampling or testing activities. E. Contractor shall be responsible for cooperating with the CQA Consultant during all geosynthetic-related testing activities. Contractor shall provide equipment and labor to assist the CQA Consultant in sampling, if requested, and shall also provide access to all areas requiring testing. Contractor shall repair any damage to finished Work caused by the CQA Consultant’s sampling or testing activities. F. Contractor shall be responsible for surveying and geometric control of the Work. G. Contractor (and its subcontractors, suppliers, manufacturers, etc.) shall abide by all qualification requirements identified in the CQA Plan. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 WORKING HOURS A. In addition to any applicable local ordinances or state laws affecting hours of operation, Work under this contract shall not be performed on Sundays or on state and/or national holidays, except in time of emergency, and then only under written permission from the Owner who shall be the sole judge as to the urgency of that situation. Work shall be performed during weekdays and Saturdays, the workday shall be limited to daylight hours. B. Should the Contractor deem it necessary to work on Sundays, holidays, or beyond daylight hours in order to comply with his construction schedule or because of an emergency, the Contractor shall request permission of the Owner to do so. If, in the opinion of the Owner, the need is bona fide, he will authorize the Contractor to work such hours as may be necessary. C. If Contractor intends to install geomembrane between one hour before sunset and one hour after sunrise, Contractor shall notify Engineer and CQA Consultant in writing prior to the start of the Work. Contractor shall indicate additional precautions that shall be taken during these installation hours. Contractor’s plan for installing geomembrane during these installation hours must be approved by Engineer and CQA Consultant before the start of the Work. D. No geomembrane repair, liner system construction, or earthwork construction, will be allowed between one hour before sunset and one hour after sunrise, unless approved by Engineer and CQA Consultant. 01100-3 Attachment B - Technical Specifications E. No surveying will be allowed between one hour before sunset and one hour after sunrise, unless approved by Engineer and CQA Consultant 3.02 REIMBURSEMENT FEES The following rates shall be applied as Owner’s reimbursement of Engineer’s fee to be paid by Contractor for expenses defined in Supplemental Conditions SC-6.02.C, SC-6.05.A.2.f, SC-6.17.F.2, SC-9.06.B, and SC-13.03.A. A. Project Representative: $79/hr B. Construction Administrator: $141/hr C. Engineering Consultant: $191/hr D. Administrative Assistant: $51/hr 3.03 CONTRACTOR’S USE OF SITE A. Contractor’s access to Owner’s property is limited to the project Work area as identified in the Contract Documents to include: • limits of disturbance of the landfill construction areas; • soil stockpile area; • equipment staging area; and • access roads. 3.04 PROTECTION OF EXISTING UTILITIES A. Contractor shall
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