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Addendum No.2
ADDENDUM NO. 2 CITY OF OKEECHOBEE SE 4m STREET DRAINAGE IMPROVEMENTS Project No. PW 04-10-05-23 Issue Date, June 9, 2023 Revised Bid Opening Date and Time 1. The bid opening date ant time have been changed to Thursday June 22, 2023, 3:00 PM. The bid opening location remains the same. See attached revised invitation to bid. Alternate Structure Approved 1. The approved Hydrodynamic Separator has been changed to Ecosense Denitra Valult. Requests for Information 1. Please use the responses below to replace responses in Addendum 1. Response to RFIs: Requests-for-Information: 1. Is there an Engineering Estimate (Cost)? a. There is$300K available in grant funding for design and construction. 2. Was a geotechnical report done on the site? a. No. 3. What is the structure lead time? a. The manufacturer's anticipated lead time is 6 weeks. 4. How to connect to existing structure?Will you require collars? If no collars and go up to next pipe length, is it acceptable to have the bell of the pipe in an opposing direction? Installation of drainage structure and connection to existing pipe shall be in accordance with specification 02607 Inlets, Manholes, and Drainage Pipe. 5. Will the City reimburse permit fees? a. No ROW permit is required. 6. Will the City/Engineer require Densities to be checked? a. See specification 01410 Testing Laboratory Services. 7. What are the inspection requirements?Acceptance requirements? a. Construction observation will be performed by the engineer and/or City. Construction elements requiring observation will be reviewed at the preconstruction meeting. 8. If by-passing is necessary, would it be possible to by-pass from the existing nutrient box to CB#2 instead of having to cross the street from CB#1? a. Yes, provided existing structure is not damaged during pumping operation. 2. Revised Technical Specifications. Please include the following summary of changes: a. 01020—Maintenance & Protection—Strikethrough of reference to Appendix b. 01060 Regulatory Requirements and Notifications—Strikethrough of reference to Appendix c. 02200—Earthwork Excavation and Backfill —Strikethrough of reference to Appendix d. Appendix A— Replaced e. Appendix B— Removed from specifications. 3. Revised Plans: a. G-1 Cover sheet— Note of Bid Addendum Change b. C-1 Drainage Plan—Bid Addendum Change— Revision of notes (clouded) INVITATION TO BID NO. PW 04-10-05-23 CITY OF OKEECHOBEE SE 4TH STREET DRAINAGE IMPROVEMENTS FDEP GRANT AGREEMENT LPQ0007 Mandatory Pre-Bid: May 31, 2023, 10:30 AM Revised Opening Date and Time: June 22, 2023, 3:00 PM The City of Okeechobee, Florida is currently soliciting bids for commercial stormwater improvement services including pipe and structure installation and site restoration. Sealed bids must be received within the General Services Department at City Hall, 55 SE 3rd Avenue, Rm 101, Okeechobee, FL 34974, no later than 3:00 PM EST on or before Thursday, June 22, 2023.All responses received by the deadline will be opened and recorded in the presence of one or more witnesses within the Council Chambers, Rm 200, at the address listed above. Any bids received after the above noted date and time will not be opened or considered. Facsimile or emailed bids will not be accepted. A MANDATORY Pre-Bid Meeting will be held on Wednesday, May 31, 2023, at 10:30 A.M. in the Council Chambers, Rm 200, at the address listed above. Bidders MUST attend this meeting in order to submit for this bid. Product specifications are available in the Bid Packets that may be obtained on the City's website: www.cityofokeechobee.com/contracting-opportunities.html, or from the General Services Department at City Hall during normal office hours, Mon-Fri, 8 AM-4:30 PM, except holidays, or by contacting Patty Burnette, 863-763-3372 x 9820, or via email at pburnette(@,cityofokeechobee.com.Questions concerning the scope of work are to be directed to Public Works Director David Allen, dallen a(�cityofokeechobee.com. NOTE: Bonding Requirements Apply to this Bid Opportunity. Bid submittals must be within a sealed envelope and contain two(2)clearly identified originals and one(1)copy of the bid, with the outside of the envelope clearly labeled "BID NO. PW 04-10-05-23 CITY OF OKEECHOBEE SE 4TH STREET DRAINAGE IMPROVEMENTS, FDEP GRANT AGREEMENT LPQ0007, 6-22-23, 3:00 PM"with the submitting Company Name, and Return Address. Bids may be mailed, hand delivered and/or express mailed to the address listed above. Firms properly registered in the State of Florida are encouraged to submit their bid for consideration. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this bid, or to contract for any services. The City Council reserves the right to reject any or all bids, to waive informalities and to accept or reject all or part of any bid, as they may deem to be in the best interests of the City of Okeechobee. Responses to this bid, upon receipt by the General Services Department, will become public records subject to provisions of Florida Statute Chapter 119 Florida Public Records Law. 111 S. COIL 0 fink Ita i Ili City of Okeechobee SE 4th Street Drainage Improvements Technical Specifications May 2023 Kimley-Horn Project No. 242131002 ©2023 Kimley-Horn and Associates, Inc. 1920 Wekiva Way, Suite 200West Palm Beach, FL 33411 Phone: 561-845-0665 www.kimley-horn.com Kimley >>) Horn This page intentionally left blank SE 4TH STREET DRAINAGE IMPROVEMENTS PREPARED FOR THE CITY OF OKEECHOBEE TABLE OF CONTENTS SECTION TITLE COVER TABLE OF CONTENTS SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 01020 MAINTENANCE AND PROTECTION OF PROPERTIES 01030 HURRICANE PREPAREDNESS 01050 FIELD ENGINEERING AND SURVEYING 01060 REGULATORY REQUIREMENTS AND NOTIFICATION 01090 REFERENCE STANDARDS 01150 MEASUREMENT AND PAYMENT 01152 APPLICATIONS FOR PAYMENT 01153 CHANGE ORDER PROCEDURES 01200 PROJECT MEETINGS 01300 SUBMITTALS AND PROGRESS SCHEDULES 01360 CONSTRUCTION AUDIO VIDEO DOCUMENTATION 01410 TESTING LABORATORY SERVICES 01510 TEMPORARY UTILITIES 01560 TEMPORARY CONTROLS 01570 TRAFFIC REGULATION 01600 MATERIAL AND EQUIPMENT 01700 CONTRACT CLOSE-OUT 01720 PROJECT RECORD DRAWINGS 01730 OPERATING AND MAINTENANCE MANUALS 01740 WARRANTIES AND BONDS TOC-1 DIVISION 2 -SITE WORK 02016 EXISTING UTILITIES AND UNDERGROUND STRUCTURES 02065 DEMOLITION 02110 CLEARING AND GRUBBING 02150 DEWATERING 02200 EARTHWORK, EXCAVATION, AND BACKFILL 02270 EROSION AND SEDIMENTATION CONTROL 02485 GRASSING 02607 INLETS, MANHOLES, AND DRAINAGE PIPE DIVISION 3 - CONCRETE 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST-IN-PLACE CONCRETE 03400 STRUCTURAL PRECAST CONCRETE DIVISIONS 4 THROUGH 16- NOT USED APPENDICES A. HYDRODYNAMIC SEPARATOR PRELIMINARY DESIGN TOC-2 SECTION 01010 SUMMARY OF WORK PART I - GENERAL 1.01 WORK COVERED BY THESE CONTRACT DOCUMENTS A. The Contractor shall furnish all labor and materials necessary to perform the hydrodynamic separator installation, as shown on the plans in Okeechobee, Florida. The project shall include all piping, fittings, accessories and appurtenances, site restoration for all work, temporary provisions to maintain functionality of the drainage system, all testing, removal of the existing piping as specified, compliance with permit conditions, bypass pumping for stormwater mains, maintenance of traffic in accordance with City standards, and any other items as described in these documents to provide a complete and functional system. B. Contractor's Duties: 1. Except as specifically noted, provide and pay for: a. Mobilization and demobilization b. Labor, materials, and equipment c. Tools, construction equipment, and fuel d. Electric, water and utilities required for construction e. Temporary utilities, provisions, and controls P Y f. Temporary shoring g. Protection of existing seawall and tiebacks, and bracing as required Coordination with utility companies h. Freight and sales tax Testing and laboratory services j. Maintenance of traffic k. Surveying, field engineering Record drawing information and asset inventory matrix preparation in a format acceptable to the Engineer/Owner. m. Locating and protecting existing utilities Coordination with property owners and public outreach n. Permits required to be obtained by the Contractor o. Compliance with all of the conditions of the permits issued and required for this project, including all testing, notifications, and best management practices p. All bypass planning and operations as required to perform the proposed improvements q. Construction dewatering (as required) 01010-1 1.02 CONTRACTS A. Construct the Work under a Unit Price contract. B. Subcontractors (when used) shall work directly for the contractor. 1.03 WORK BY OTHERS AND FUTURE WORK A. The Owner reserves the right to add to the work in accordance with the Contract Documents. 1.04 WORK SEQUENCE A. Sequence of work will be discussed and decided at the Pre-Work Conference. B. Prior to beginning construction, Contractor shall verify size, location, and material of all utilities and services within the area of construction. C. The sequence of work shall be performed so that infrastructure is in place to bypass the area of interruption within the storm system prior to installation of the hydrodynamic separator. D. Work shall only be performed during the authorized construction hours and days as specified the City of Okeechobee. If work needs to be performed outside of the authorized hours and/or days to allow the work to progress, special permission from the City shall be requested by the Contractor a minimum of 14 days before this work is to begin. 1.05 CONTRACTOR-FURNISHED PRODUCTS AND RESPONSIBILITIES A. Products furnished to the site and paid for by Contractor: 1 . All products necessary to complete the work described herein these contract documents and specifications. B. Contractor's Responsibilities: 1. Review and incorporate Owner-reviewed shop drawings, product data, and samples into the construction of the project. 2. Prepare, apply for, and obtain permits that are specified to be obtained by the Contractor. 3. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 01010-2 4. Repair or replace items damaged after receipt. 5. Arrange and pay for product delivery to site. 6. Handle, store, install, and delivered products. 7. Submit claims for transportation damage and replace damaged, defective, or deficient items. 8. Arrange for manufacturers' warranties, inspections, and service. C. By-pass operations — Contractor shall prepare and submit a bypass plan for review and approval that details all items associated with the bypass operations for the installation of the hydrodynamic separator. 1.06 CONTRACTOR'S USE OF THE PREMISES A. All work shall be within the limits of the City of Okeechobee right-of-way. Contractor shall be responsible for maintenance of traffic when working within the public rights of way. B. The Contractor shall be fully responsible for the safety and security of the construction area including any temporary measures required to maintain its protection. The Contractor will be responsible for any damages or theft incurred to his tools, equipment, machinery, and new work in-place not yet been fully accepted by the Owner. PART 2 — PRODUCTS NOT USED. PART 3 — EXECUTION NOT USED. END OF SECTION 01010-3 This page intentionally left blank 01010-4 SECTION 01020 MAINTENANCE AND PROTECTION OF PROPERTIES PART 1 - GENERAL 1.01 MAINTENANCE OF AREA UNDER CONSTRUCTION A. The Contractor should use the following as a guideline to plan and control the areas under construction. 1. Avoid open trenches at the end of each workday. 2. Restrict the length of open excavation (down to pipe zone) to a maximum of 100-LF. 3. Contractor shall be responsible to restore local traffic access at end of each workday whenever possible & reasonable. 4. Contractor shall coordinate with the Owner to ensure detour routes will be clear. 5. Contractor shall provide bridging or temporary backfill of an open trench within a reasonable time period when requested to allow access to residential and commercial driveways throughout the duration of work. 6. All driveways shall be open and accessible each night at the end of work, unless approved otherwise by the City. 7. Contractor shall restore work area within private property at the end of each day and no equipment or tools should be left within private property. B. All closed trenches should receive a temporary rock surface in order to accommodate local vehicular and pedestrian traffic each night. Temporary surface shall be a minimum of four inches road base material, compacted, graded, and maintained by the Contractor. C. The Contractor shall perform his construction activities within the following time periods: Within 3 days after acceptance of the trench backfill, the base shall be restored including priming and/or sealing and shall be open for traffic. The asphalt wearing surface shall be replaced no later than 2 weeks after completion of the base course with complete surface restoration within the ROW including grassing, sodding and all concrete work within 4 weeks after completion of restoration of the base course. Any restoration or repair work required to be completed on private property must be completed within 01020-1 either 48 hours of completion of work or in the case of repair to construction damage, following notification for the need for such repair. 1.02 PROTECTION OF EXISTING AND ADJACENT PROPERTIES A. All shrubbery, paved streets and walks, driveways, fences and walls, adjacent structures and equipment shall be fully protected against damage during each stage of the project. Any damage by the Contractor shall be fully restored to original condition unless indicated otherwise on the drawings or by the Owner. B. The use of heavy vibratory rollers in compacting the fill has the potential to cause some movement of any nearby structures founded on shallow mats/footings. For these reasons, the use of heavy vibratory drum rollers is not recommended in residential and commercial areas. Trench backfill should be compacted using walk behind vibratory equipment. As part of the pre-construction activities, the contractor is required to perform a condition survey of buildings adjacent to the roadways as a basis for establishing preconstruction building assessments for defense or verification of construction damage claims. C. Contractor shall protect all property that may be affected by his work or operations. The location and extent of underground and covered facilities are not guaranteed, and the Contractor is cautioned to proceed with care in order to prevent the undermining or damage to existing structures, piping, or facilities. D. In the event any of the Contractor's activities were to disrupt or endanger any facilities, he shall at his own expense make all necessary repairs or replacements necessary to correct the situation to the satisfaction of the Engineer. Such work shall progress continuously to completion on a 24-hour per day, seven workday basis. The Contractor shall be responsible for the services of repair crews on call 24 hours per day for emergencies that arise involving work under this Contract. 1.03 SITE CONDITIONS A. Site Investigation and Representation 1. The Contractor acknowledges satisfaction as to the general nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, availability of labor, water, electric power, roads, and uncertainties of weather, or similar physical conditions, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and all other matters which can in any way affect the work or the cost thereof under this contract. 01020-2 2. Failure by the Contractor to become acquainted with the physical conditions and all the available information will not relieve the Contractor from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The Contractor warrants that as a result of examination and investigation of all the aforesaid data, the Contractor can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. B. Information on Site Conditions 1. For convenience, soil boring data arc provided in the Appendix. 2. Subsurface Investigations a. The Contractor shall be responsible for having determined to his satisfaction, prior to the submission of his bid, the nature and location of the work, the conformation of the ground, the character and quality of the substrata, the types and quantity of materials to be encountered, the nature of the groundwater condition, the character of equipment and facilities required preliminary to and during the performance of the work, the general and local conditions and all other matters which can in any way affect the work under this Contract. The prices established for the work to be done shall reflect all costs pertaining to the work.Any claims for extras based on the substrata or ground water table conditions will be disallowed. b. The Contractor further acknowledges that he assumes all risk contingent upon the nature of the subsurface conditions actually encountered by him in performing the work covered by the Contract, even though such actual conditions may result in the Contractor performing more or less work than he originally anticipated. 1.04 PROTECTION OF EXISTING UTILITIES A. Contractor's Responsibility for Utility Properties and Service 1. Where the Contractor's operations could cause damage or inconvenience to telephone, television, power, water, or sewer systems, the operations shall be suspended until all arrangements 01020-3 necessary for the protection of these utilities and services have been made by the Contractor with the owner of the utility affected. 2. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. 3. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 4. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. 5. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. 6. The Contractor will take steps to collect and dispose of all sewage that leaks and/or spills during the performance of this contract. Any leakage or spillage will be cleaned up to the satisfaction of the Department of Environmental Protection. 7. In the event the Contractor encounters sanitary service or water service lines that interfere with trenching, he may, by obtaining prior approval of the property owner, Owner or Fire Department as applicable, and the Engineer, cut the service, dig through, and restore the service with similar and equal materials at the Contractor's expense. 8. The Contractor shall replace in kind, at his own expense, all existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract documents or ordered by the Engineer. This includes any irrigation systems along the corridor. 01020-4 B. Interfering Structures 1 . Take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. 2. Protect underground and aboveground existing structures from damage, whether or not they lie within the limits of the easements obtained by the Owner. Where such existing fences, gates, driveways, sheds, buildings, or any other structure must be removed in order to properly carry out the construction, or are damages during construction, restore to their original condition to the satisfaction of the property owner involved at the Contractor's own expense. Notify the Engineer of any damaged underground structure and make repairs or replacements before backfilling. 3. Without additional compensation, the Contractor may remove and replace in a condition as good as or better than original, such small miscellaneous structures as fences, mailboxes, and signposts that interfere with the Contractor's operations. C. Field Relocation 1. During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered which prevent the construction, and which are not properly shown on any Contract Drawings, notify the Engineer before continuing with the construction in order that the Engineer may make such field revisions as necessaryto avoid conflict with the existing g structures. If the Contractor fails to notify the Engineer and proceeds with the construction despite this interference when an existing structure is encountered, he shall do so at his own risk. 1.05 PRESERVATION, RESTORATION, AND CLEANUP A. Site Restoration and Cleanup 1 . At all times during the work, keep the premises clean and orderly, and upon completion of the work, repair all damage caused by equipment and leave the project free of rubbish or excess materials of any kind. 2. Stockpile excavated materials in a manner that will cause the least damage to adjacent lawns, grassed areas, gardens, shrubbery, or fences, regardless of whether these are on private property, or on state, county, or city rights-of-way. Remove all excavated materials from grassed and planted areas and leave these surfaces in a condition equivalent to their original condition. 01020-5 3. All existing drainage ditches and culverts shall be reopened and graded, and natural drainage restored. Restore culverts broken or damaged to their original condition and location. 4. Upon completion of pipe laying and backfilling operations, clean all former grassed and planted areas, leaving all disturbed areas free from rocks, gravel, clay, or any other foreign material. The finished surface shall conform to the original surface and shall be free-draining and free from holes, ruts, rough spots, or other surface features detrimental to a seeded area. B. Finishing of Site, Borrow, and Storage Areas 1 . Upon completion of the project, all areas used by the Contractor shall be properly cleared of all temporary structures, rubbish, and waste materials and properly graded to drain and blend in with the abutting property. Areas used for the deposit of waste materials shall be finished to properly drain and blend with the surrounding terrain. C. Street Cleanup During Construction 1 . Thoroughly clean all spilled dirt, gravel, or other foreign material caused by the construction operations from all streets and roads and within private properties at the conclusion of each day's operation. Sidewalks, unless under construction, shall be kept clear of material, and available for pedestrian use at all times. D. Dust Prevention 1 . Give all unpaved streets, roads, detours, haul roads or disturbed areas used in the construction area an approved dust-preventive treatment or periodically water to prevent dust. Applicable environmental regulations for dust prevention shall be strictly enforced. E. Preservation of Irrigation and Drainage Ditches 1 . After backfilling of the trenches, restore all irrigation and storm drain ditches destroyed, damaged, or otherwise modified during construction to a condition equivalent, in the opinion of the Engineer, to the condition of the ditch before construction. Ditches so reconstructed shall be built in their original locations. END OF SECTION 01020-6 SECTION 01030 HURRICANE PREPAREDNESS PART 1 -- GENERAL 1.01 HURRICANE PREPAREDNESS PLAN A. The Contractor's attention is drawn to the possibility of hurricane or severe storm conditions occurring at the site of work during the course of Contract Work. B. Within fourteen (14) days of the date of the Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The plan should outline the necessary measures which the Contractor proposes to perform at no additional cost to the Owner in case of a hurricane or severe weather warning. C. In the event of inclement weather, or whenever the Owner shall direct, the Contractor shall, and will, cause Subcontractors to protect carefully the Work and materials against damage or injury. Work and materials damaged due to inclement weather shall be removed and replaced at the expense of the Contractor. 1 . Hurricane Watch: Upon designation of a hurricane watch, the Contractor shall be responsible for storing all loose supplies and equipment on the job site that may pose a danger. In addition, the Contractor shall remove all bulkheads and plugs in pipelines that would impede drainage in the case of flooding. Structures that may be in danger of floatation shall be flooded. The Contractor shall also cooperate with the Owner in protecting any other structures at the site. Any materials that are being staged in the Intracoastal Waterway shall be properly secured or removed to prevent damage to the seawall or other existing improvements. 2. Hurricane Warning: No mobile "temporary facility" under the control of or on the property of the Owner shall be staffed during a hurricane warning. Contractor facilities meeting these criteria shall be evacuated. Reasonable steps shall be taken to protect all such facilities and their contents from damage and to avoid the facility causing damage to the surroundings. Reasonable steps shall be taken to protect existing improvements from damage and to avoid damage to the surroundings caused by staged materials, equipment, or other facilities related to the project. D. The Contractor may be required to backfill excavation depending on the severity of the approaching storm or the expected amount of rainfall. Additionally, erosion protection and inlet protection may also be required 01030-1 by the Owner depending on the site conditions at the time of the Hurricane Watch. PART 2 -- PRODUCTS NOT USED PART 3 -- EXECUTION NOT USED END OF SECTION 01030-2 SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 DESCRIPTION A. Contractor shall provide and pay for field engineering and surveying services required for the project. B. Owner's representative will identify existing control points, as required. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE: A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01010 - Summary of Work C. Section 01300 — Submittals D. Section 01720 - Project Record Drawings 1.03 QUALIFICATIONS OF SURVEYOR A. Professional Land Surveyor (PLS) registered in the State of Florida. 1.04 SURVEY REFERENCE POINTS A. Existing horizontal and vertical control points for the project are those designated on the drawings. B. Contractor shall locate and protect survey control and reference points. Contractor shall provide additional benchmarks as required to construct the Project. C. Control datum for survey is that indicated on Drawings. D. Protect survey control points prior to starting site work; preserve permanent reference points during construction. E. Promptly report to Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. 01050-1 F. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. 1.05 PROJECT SURVEY REQUIREMENTS A. Establish lines, grades, and elevations by instrumentation or similar appropriate means utilizing recognized engineering survey practices. B. Horizontal alignment for the proposed construction will be controlled by property lines, easement boundaries, and existing structures. The Contractor shall be responsible to establish reference lines and necessary offsets to establish piping alignment, and equipment and structure location. C. Vertical alignment for the proposed construction will be based on the existing grades and benchmark identified on the drawings. The Contractor shall be responsible to establish proposed grades. The grade stakes shall be provided by the Contractor. D. Establish a minimum of two permanent benchmarks on each site, referenced to established control points. Record locations, with horizontal and vertical data, on project record documents. E. Periodically verify layouts by same means. F. Prior to destruction of existing improvements, record existing grades to be used in reconstruction to assure proper flow of surface water runoff is maintained after restoration. 1.06 RECORDS A. Maintain a complete, accurate log of all control and survey work as it progresses. B. On completion of project, prepare record drawings in accordance with related specification section. 1.07 SUBMITTALS A. Submit name and address of Surveyor/Engineer to Owner. B. On request, submit copies of field notes and documentation verifying the accuracy of the survey work. 01050-2 1.08 EXAMINATION A. Contractor is responsible for verifying survey control points prior to initiation of work. B. Contractor shall promptly notify Engineer of any discrepancies discovered. 1.09 QUALITY CONTROL A. Quality control of the Work shall be the Contractor's responsibility and Contractor shall make every effort to produce the best quality work, as specified on the drawings and specifications. B. Forty-eight (48) hour notification to the Engineer by the Contractor shall be required for all specified field investigations unless otherwise noted. PART 2 — PRODUCTS NOT USED. PART 3 — EXECUTION NOT USED. END OF SECTION 01050-3 This page intentionally left blank 01050-4 SECTION 01060 REGULATORY REQUIREMENTS AND NOTIFICATION PART 1 -- GENERAL 1.01 DESCRIPTION A. GENERAL 1 . Contractor shall comply with and furnish all items necessary to satisfy any general and specific conditions that are part of the Owner and Contractor obtained permits and licenses. 2. Obtain and pay for all permits and licenses as provided for in the General Conditions, except as otherwise provided herein. 3. Schedule all inspections and obtain all written approvals of the agencies required by the permits, easements, and licenses. 4. The Contractor shall keep a copy of all permits and easements complete with conditions, attachments, exhibits, and modifications at the work site. And provide copies of the permits to the appropriate subcontractors. The contractor is responsible for ensuring that the permit conditions are explained to the appropriate construction personnel. B. PERMITS/EASEMENTS BY OWNER No permits have been obtained by the owner. C. PERMITS/EASEMENTS BY CONTRACTOR 1 . The Contractor shall prepare and pay for right-of-way permit(s) from the City of Okeechobee prior to initiating construction. The Contractor shall conform to the conditions of these permits as part of this Contract. 2. The Contractor shall prepare, submit, and pay for the Notice of Intent (NOI) to use the Generic Permit for Stormwater Discharge from Construction Activity, which will include Stormwater Pollution Prevention Plan (SWPPP) as required by F.A.C. 62-621.300(4) and the Environmental Protection Agency (EPA) as part of the National Pollutant Discharge Elimination System (NPDES) prior to beginning work. The application for this Notice is included in Llppendix R 01060 - 1 The Contractor will be responsible for the $250 application fee and the costs associated with preparation of the NOI and SWPPP. The Contractor shall conform to the conditions of this permit as part of this Contract. 3. The Contractor shall prepare, submit, and obtain the appropriate dewatering permits and/or any temporary stormwater discharge permits from the South Florida Water Management District and/or Florida Department of Environmental Protection as may be required to execute the project. The contractor shall be responsible for any permitting and application fees associated with these permits. The Contractor shall conform to the conditions of this permit as part of this Contract. 4. Other Permits Required: The Contractor is responsible for obtaining any other permits that may be required by other agencies and shall conform to their conditions as part of this contract. D. NOTIFICATIONS 1. City of Okeechobee: The Contractor is required to notify the City of Okeechobee 48 hours prior to initiating construction. 2. Utility Companies: Contractor shall notify the Sunshine State One Call of Florida (SSOCF) service by dialing 811, 48 hours prior to digging for direct bury and 10 day prior to digging or initiating construction of underwater construction activities, as required by Florida Statues Chapter 556 throughout the duration of the construction project. 3. The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 01060 - 2 SECTION 01090 REFERENCE STANDARDS PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED Abbreviations and acronyms used in Contract Documents to identify reference standards. 1.02 QUALITY ASSURANCE A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or applicable codes establish stricter standards. B. Publication Date: The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified. C. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. D. Conform to reference standard by date of issue current on bid date. E. Obtain copies of standards when required by the Contract Documents. F. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. G. Should specified reference standards conflict with Contract Documents, request clarification from the Engineer before proceeding. H. Neither the contractual relationship, duties, nor responsibilities of the parties in Contract nor those of the Engineer shall be altered by the Contract Documents by mention or inference otherwise in any reference document. 01090 - 1 1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS A. Obtain copies of reference standards direct from publication source, when needed for proper performance of work, or when required for submittal by Contract Documents. B. The following, as appropriate to project, is a list of referenced standards and their mailing addresses for requesting copies of standards: AA Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW Washington, D.C. 20001 ACI American Concrete Institute Box 19150 Redford Station Detroit, MI 48219 Al Asphalt Institute Asphalt Institute Building College Park, MD 20740 AISC American Institute of Steel Construction 1221 Avenue of the Americas New York, NY 10020 AISI American Iron and Steel Institute 1000 16th Street, NW Washington, D.C., 20036 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 01090 - 2 ASPA American Sod Producers' Association Association Building Ninth and Minnesota Hastings, NE 68901 ASSE American Society of Sanitary Engineers 960 Illuminating Building Cleveland, OH 44113 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWPA American Wood-Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society 2501 NW 7th Street Miami, FL 33125 AWWA American Water Works Association 6666 W. Quincy Avenue Denver, CO 80235 CDA Copper Development Association 57th Floor, Chrysler Building 405 Lexington Avenue New York, NY 10017 City City of West Palm Beach Standards for the Construction Standards and Use of the Public Rights of Way and Easements 401 Clematis Street, 4th Floor West Palm Beach, FL 33401 CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue Washington, D.C. 20036 CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street, Suite 2110 Chicago, IL 60601 01090 - 3 FDOT Florida Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, FL 32301 FM Factory Mutual System 1151 Boston-Providence Turnpike Norwood, MA 02062 FS Federal Specifications General Services Administration Specifications and Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, D.C. 20407 NEMA National Electrical Manufacturers Association 2101 L Street, NW Washington, D.C. 20037 NFPA National Fire Protection Association 470 Atlantic Avenue Boston, MA 02210 NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, D.C. 20036 NSF National Sanitation Foundation NSF Building 3475 Plymouth Road Ann Arbor, MI 48106 NSWMA National Solid Waste Management Association 1120 Connecticut Avenue, NW Washington, D.C. 20036 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 20076 PCI Prestressed Concrete Institute 20 North Wacker Drive Chicago, IL 60606 01090 - 4 PS Product Standard U.S. Department of Commerce Washington, D.C. 20203 TCA Technical Aid Series Construction Specifications Institute 1150 Seventeenth Street, NW Washington, D.C. 20036 UL Underwriters Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 PART 2 -- PRODUCTS NOT USED PART 3 -- EXECUTION NOT USED END OF SECTION 01090 - 5 This page intentionally left blank 01090 - 6 SECTION 01152 APPLICATIONS FOR PAYMENT PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED Submit Applications for Payment to Engineer in accordance with the schedule established by Conditions of the contract and Agreement between Owner and Contractor. 1.02 RELATED REQUIREMENTS A. In other parts of the Construction Documents: 1 . Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section 2. Agreement between Owner and Contractor 3. General Conditions and Terms of the Contract B. Specified in Other Sections: 1 . Section 01010: Summary of Work 2. Section 01700: Contract Closeout 1.03 FORMAT AND DATA REQUIRED A. Submit itemized applications typed in a format approved by Engineer. All applications for payment must be numbered, dated, and signed by the Contractor. B. Provide itemized data on payment application (format, schedules, line items and values accepted by Engineer). 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1 . Fill in required information, including that for Change Orders executed prior to the date of submittal of application 2. Fill in summary of dollar values 3. Execute certification with the signature of a responsible officer of the contract firm 4. Have resident project representative review and sign application prior to submission to Engineer 01152 - 1 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying: 1 . Project 2. Application number and date 3. Detailed list of enclosures 4. For stored products: a. Item number and identification b. Description of specific material B. Submit one copy of data and cover letter for each copy of application. 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Application for payment is required for progress payments. B. Only one application will be acceptable in any one month. 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to Engineer at the time stipulated in the Agreement. B. Number: Four copies of each progress Application. C. When Engineer finds the Application properly completed and correct, he will transmit the applications for payment to the Owner. PART 2 -- PRODUCTS NOT USED. PART 3 -- EXECUTION NOT USED END OF SECTION 01152 - 2 SECTION 01153 CHANGE ORDER PROCEDURES PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDE A. Promptly implement Change Order Procedures 1. Provide full written data required to evaluate changes. 2. Maintain detailed records of work done on a time-and- material/force account basis. 3. Provide full documentation to Engineer on request. B. Designate in writing the member of Contractor's organization: 1. The person authorized to accept changes in the Work 2. The person responsible for informing others in the contractor's employ of the authorization of changes in the Work. C. Owner will designate in writing the person who is authorized to execute Change Orders. 1.02 RELATED REQUIREMENTS A. The amount of established unit prices. B. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. C. Terms and Conditions of the Contract: 1. Methods of determining cost or credit to Owner resulting from changes in Work made on a time-and-materials basis. 2. Contractor's claims for additional costs. D. Section 01152: Applications for Payment E. Section 01300: Submittals and Progress Schedules 01153 - 1 F. Section 01720: Project Record Documents 1.03 PRELIMINARY PROCEDURES A. Owner or Engineer may initiate changes by submitting a proposal Request to Contractor. Request will include the following: 1 . Detailed description of the Change, Products, and location of the change in the Project. 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change, and a specific statement as to whether overtime work is, or is not, authorized. 4. A specific period of time during which the requested price will be considered valid. 5. Such request is for information only, and is not an instruction to execute the changes, nor to stop work in progress. B. Contractor may initiate changes by submitting a written notice to Engineer, containing: 1 . Description of the proposed changes 2. Statement of the reason for making the changes. 3. Statement of the effect on the Contract Sum and the Contract Time. 4. Statement of the effect on the work of separate contractors. 5. Documentation supporting any changes in Contract Sum or Contract Time, as appropriate. 1.04 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of Proposal Request, Engineer may issue a "Construction Change Directive" (CCD) for Contractor to proceed with a change for subsequent inclusion in a Change Order. B. Authorization will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. 01153 - 2 C. Owner and Engineer will sign and date the CCD as authorization for the Contractor to proceed with the Changes. 1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS A. Support each quotation for a lump sum proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow Engineer to evaluate the quotation. B. On request, provide additional data to support time and cost computation including the following: 1 . Labor required. 2. Equipment required. 3. Products required: a. Recommended source of purchase and unit cost. b. Quantities required. 4. Taxes, insurance bonds. 5. Credit for work deleted from Contract, similarly documented. 6. Overhead and profit. 7. Justification for any change in Contract Time. C. Support each claim for additional costs, and for work done on a time-and-material / force account basis, with documentation as required for a lump sum proposal, plus the following additional information: 1 . Name of the Owner's authorization agent who ordered the work, and date of the order. 2. Dates and time work performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing quantities. c. Subcontracts. 01153 - 3 D. Document requests for substitutions for Products as specified in Section 01600. 1.06 PREPARATION OF CHANGE ORDERS A. Engineer will prepare each Change Order. B. Form: Change Order format provided in the Contract Documents. C. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and in the Contract Time. 1.07 LUMP SUM / FIXED PRICE CHANGE ORDER A. Content of Change Orders will be based on either: 1. Engineer's Proposal Request and Contractor's responsible Proposal as mutually agreed upon between Owner and Contractor. 2. Contractor's Proposal for a change, as recommended by Engineer. B. Owner and Engineer will sign and date the Change Order as authorization for the contractor to proceed with the changes. C. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. 1.08 UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on, either: 1 . Engineer definition of the scope of the required changes. 2. Contractor's Proposal for a change, as recommended by Engineer. 3. Survey of completed work B. The amount of the unit prices shall be: 1 . Those stated in the Agreement. 01153 - 4 2. Those mutually agreed upon between Owner and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work. 1 . Owner and Engineer will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the work: 1 . Engineer or Owner will issue a Change Order directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices. 2. At completion of the change, Engineer will determine the cost of such work based on the unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time. 3. Engineer will sign and date a second Change Order to establish the change in Contract Sum and in Contract Time. 4. Owner and Contractor will sign and date the second Change Order to indicate their agreement with the terms therein. 1.09 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Contractor shall periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum. B. Contractor shall periodically revise the Construction Schedule to reflect each change in Contract Time. 1 . Revise sub-schedules to show changes for other items of work affected by the changes. C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. 01153 - 5 PART 2 -- PRODUCTS NOT USED PART 3 -- EXECUTION NOT USED END OF SECTION 01153 - 6 SECTION 01200 PROJECT MEETINGS PART 1 — GENERAL 1.01 DESCRIPTION A. Engineer shall schedule and administer a preconstruction meeting, construction progress meetings, and specially called meetings throughout the progress of the work. Engineer shall: 1 . Distribute written notice of each meeting. 2. Make physical arrangements for meetings. 3. Preside at meetings. 4. Record the minutes, include all significant proceedings and decisions. 5. Reproduce and distribute copies of minutes: a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. B. Representatives of contractors, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE 1 . Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. 2. Section 01010 - Summary of Work 3. Section 01060 — Regulatory Requirements and Notifications 1.03 PRE-CONSTRUCTION MEETING A. To be held prior to the Notice to Proceed. B. Location: The project site, or as designated by the Owner/Engineer. C. Attendance: 1 . Owner's Representative 2. Engineer's Representative 3. Contractor 01200-1 4. Contractor's Superintendent 5. Major Subcontractors 6. Others as appropriate D. Agenda: 1 . Record of Attendance. 2. Project Summary Description. 3. Local Utilities to be affected. a. Water lines b. Sewer lines c. Storm lines d. Gas lines e. Telephone lines f. Cable TV lines g. Electric lines h. Roadways Waterways 4. Contractor Responsibilities: a. Start date b. Completion date c. Work schedule d. Notification Requirements e. Regulatory Permit Requirements f. Testing g. Space utilization h. Rights-of-Way occupancy Progress Meetings j. Progress Payment Application k. As-builts (Records/Drawings) Photographs m. Pre-construction video n. Shop drawings o. Subcontractors p. Project coordination 5. Owner Responsibilities: a. Partial and final payment b. Change Orders c. Public announcements and public relations d. Project acceptance 01200-2 6. Engineer Responsibilities: a. Technical representative of Owner b. Interpreter of contract documents c. Construction progress meetings d. Special meetings (if required) e. Periodic inspections of job progress f. Reviews partial and final payment applications g. Reviews Change Orders h. Reviews shop drawings Reviews record drawings j. Performs final inspection and issues certificate of completion 7. Resident Inspector Responsibilities: a. Engineer's and Owner's representative on site b. Review materials and work and reports any deficiencies to Owner/Engineer c. Reviews applications for payment d. Works with Contractor on public notification of work items e. Attends progress meetings f. Observes testing work g. Maintains daily diary of work tasks h. Furnishes reports to Owner/Engineer as deemed advisable. 1.05 PROGRESS MEETINGS A. Engineer/Contractor shall hold a construction progress meeting as required by progress of the work. B. Location of the meetings: Project site, or as designated by the Owner or Engineer. C. Attendance: 1 . Owner's Representative 2. Engineer's Representative 3. Subcontractors as appropriate 4. Suppliers as appropriate 1.06 EMERGENCY MEETINGS A. May be called by Owner, Engineer or Contractor with a minimum of three hours notice to resolve conditions of an emergency nature. 01200-3 1.07 PUBLIC INVOLVEMENT MEETINGS/COMMUNICATIONS A. There may be public involvement meetings and communications for the project. The contractor shall participate in these meetings and communications as deemed necessary by the Owner. PART 2 — PRODUCTS NOT USED PART 3 — EXECUTION NOT USED. END OF SECTION 01200-4 SECTION 01300 SUBMITTALS AND PROGRESS SCHEDULES PART 1 — GENERAL 1.01 WORK INCLUDED A. Submit, to the Owner and Engineer as applicable, shop drawings, estimated construction progress schedule, project data and samples required by specification sections. 1.02 RELATED WORK A. General Conditions and Terms of the Contract B. Section 01010: Summary of Work 1.03 SCHEDULES A. Promptly after award of contract, prepare and submit to the Engineer estimated construction progress schedules for the work, including a separate schedule listing dates for submission and dates reviewed shop drawings, project data and samples will be needed for each product. 1.04 FORM OF SCHEDULES A. Prepare schedules in suitable format with dated schedule printout. A horizontal bar chart should be used as additional illustration and for revised progress schedules. 1. Provide separate horizontal bar for each trade or operation 2. Horizontal time scale: Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. 4. Minimum sheet size: 11" x 17" B. Format of listings: The chronological order of the start of each item of work. C. Identification of listings: By major specification section numbers. 1.05 CONTENT OF SCHEDULES A. Construction Progress Schedule shall: 1 . Show the complete sequence of construction by activity. 01300-1 2. Show the dates for the beginning and completion of each major element of construction; specifically list: a. Mobilization / Demobilization b. Subcontractor work c. Storm Sewer Construction d. Water Main Construction e. Sanitary Sewer Construction Seawall Repairs f. Site Work g. Testing h. Restoration 3. Show projected percentage of completion for each item, as of the first day of each month. B. Submittals Schedule for Shop Drawings, Product Date and Samples. Show: 1. The dates for Contractor's submittals. 1.06 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission of schedule. B. Show changes occurring since previous submission of schedule. 1. Major changes in scope. 2. Activities modified since previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other contractors working in the area. 1.07 SUBMISSIONS A. Submit initial schedules within 7 days after award of Contract. 1. Engineer will review schedules with Owner and return review copy within 5 days after receipt. 2. If required, resubmit within 2 days after return of review copy. B. Submit updated progress schedules with each application for payment. 01300-2 1.08 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules. PART 2 — PRODUCTS 2.01 SHOP DRAWINGS A. Original drawings, prepared by Contractor, Subcontractor, Supplier or Distributor, which illustrate some portion of the Work; showing fabrication, layout, setting, or erection details including, but not limited to the following: 1. Preconstruction Video 2. Storm piping, fittings, couplings, accessories, and appurtenances (w/ specific locations) 3. Stormwater bypass plans 4. Miscellaneous metals including lids and hatches 5. Precast concrete structures and accessories B. Shop drawings shall be prepared by a qualified detailer. C. Identify details by reference to sheet and detail numbers shown on Contract Drawings. 2.02 PROJECT DATA A. Manufacturer's standard schematic drawings 1. Modify drawings to delete information which is not applicable to project. 2. Supplement standard information to provide additional information application to project. B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data. 1. Clearly mark each copy to identify pertinent materials, products or models. 01300-3 2. Show dimensions and clearances required. 3. Show performance characteristics and capacities. 4. Show wiring diagrams and controls. 2.03 SAMPLES A. Physical examples to illustrate materials, equipment or workmanship, and to establish standards by which completed work is judged. B. Office samples of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of product or material, with integrally related parts and attachment devices. 2. Full range of color samples. 2.04 PAY REQUESTS A. Pay Requests shall be made in accordance with the requirements of the Agreement between Owner and Contractor. PART 3 — EXECUTION 3.01 CONTRACTOR RESPONSIBILITIES A. Review Shop Drawings, Project Data and Samples prior to submission. Contractor's approval stamp shall be on each submittal when received by the Engineer. Unstamped submittals will not be reviewed and will be returned "rejected" to the Contractor. B. Verify 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. C Coordinate each submittal with requirements of Work and the Contract Documents. D. Contractor's responsibility for errors and omissions in submittals is not relieved by Engineer's review of submittals. E. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not relieved by Engineer's review of submittals, unless Engineer gives written acceptance of specific deviations. 01300-4 F. Notify Engineer, in writing at time of submission, of deviations in submittals from requirements of Contract Documents. G. Begin no work which requires submittals until return of submittals with Engineer's stamp and initials or signature indicating review. H. After Engineer's review, distribute copies. 3.02 SUBMISSION REQUIREMENTS A. Schedule submissions at least 14 days before dates reviewed submittals will be needed. B. Submit number of copies of Shop Drawings, Project Datum and Samples which Contractor requires for distribution plus 4 copies which will be retained by Architect/Engineer. C Accompany submittals with transmittal letter, in duplicate, containing: 1 . Date. 2. Project title and number. 3. Contractor's name and address. 4. Notification of deviations from Contract Documents. 5. Other pertinent data. D. Submittals must include: 1 . Date of submittal and revision dates. 2. Project title and number. 3. The names of: a. Engineer. b. Contractor. c. Subcontractor. d. Supplier. e. Manufacturer. f. Separate detailer when pertinent. 4. Identification of product or material. 5. Relation to adjacent structure or materials. 6. Field dimensions, clearly identified as such. 7. Identification of deviations from Contract Documents. 8. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents. 01300-5 3.03 RESUBMISSION REQUIREMENTS A. Shop Drawings. 1. Revise initial drawings as required and resubmit as specified for initial submittal. 2. Indicate on drawings any changes which have been made other than those requested by Engineer. B. Project Data and Samples: 1 . Submit new datum and samples as required for initial submittal. 3.04 DISTRIBUTION OF SUBMITTALS AFTER REVIEW A. Distribute copies of Shop Drawings and Project Datum which carry Engineer's stamp, to: 1 . Contractor's file. 2. Job site file. 3. Record Documents file. 4. Other prime contractors. 5. Subcontractors. 6. Supplier. 7. Fabricator. END OF SECTION 01300-6 SECTION 01360 CONSTRUCTION AUDIO-VIDEO DOCUMENTATION PART 1 - GENERAL 1.01 PERFORMANCE A. Section generally defines Contractor's responsibilities, unless otherwise noted, for the following: 1. Audio-Video Documentation 2. Equipment 3. Submittals 4. Technique 5. Quality Assurance 1.02 QUALITY ASSURANCE A. Documentation shall be performed by a responsible commercial firm known to be skilled and regularly engaged in the preparation of pre/post- construction color audio-video documentation. All pre and post construction videos are to be completed by a firm with extensive amount of previous experience in producing preconstruction documentation B. Completed documentation shall reproduce bright, sharp pictures with accurate colors and shall be free from distortion, tearing, rolling, or any other significant picture imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity, and be free of distortion. C. Construction shall not proceed until the Owner and the Engineer have reviewed the documentation and notified the Contractor of its acceptability. Three copies of the pre and post construction audio-video documentation shall be provided on a DVD that is able to be viewed on a Windows operating system. PART 2 - PRODUCTS 2.01 RECORDING EQUIPMENT A. Utilize color video camera having: 1. Horizontal Resolution of 350 lines at center. 01360-1 2. 8:1 Zoom, minimum B. Utilize digital format recorder having: 1 . Minimum horizontal resolution of 540 lines, 60 fields. 2.02 RECORDING MEDIA A. Utilize new, Digital Video Disc (DVD) having: 1 . DVD shall be DVD-R. DVD-RAM shall not be accepted. 2. 4 % " diameter discs 3. High resolution 4. 4.7 gigabyte storage per layer with two layers (minimum). PART 3 - EXECUTION 3.01 COVERAGE A. Record coverage of all surface features located in the construction's zone of influence (including the proposed storages area(s)) including, but not limited to: 1. Roadways, driveways, sidewalks, backyard easements 2. Homes, landscaping, walls, gates, decorative concrete structures, parking lots, pavement, easement areas, proposed conduit routing locations 3. Drainage structures, above grade utilities, drainage swales, canals. 4. Landscaping, trees, shrubbery, fences, irrigation heads, meters. 5. Backyard existing pole locations in demolition areas and house meter/franchise utility connection locations. All video work on private property must be closely coordinated with the City and homeowner. B. Record individual features of each item with particular attention being focused upon the existence of any faults, fractures, or defects. 01360-2 C. Control pan rate, rate of travel, camera height and zoom rate to maintain a steady clear view at all times. D. Optical image stabilization shall be utilized in order to provide a smooth, clear view at all times. E. Limit recorded coverage to one side of any street at any one time. 3.02 AUDIO CONTENT A. Simultaneously record audio content during videotaping. B. Audio recording shall assist in viewer orientation and in any needed identification, clarification, or description of features being recorded. C. Audio recording will only consist of camera operator commentary. 3.03 INDEXING A. Permanently label each tape with a sequential tape number and the project name. B. Index each DVD with a digital record of the time and date of the recording that is continuously displayed as the DVD is played. C. Prepare a written log which describes the contents of each DVD including: 1 . Structure/location names. 2. Coverage begin/end, station and location. 3. Recording date. 3.04 CONDITIONS A. Record coverage during dry, clear weather and during daylight hours only. B. Record coverage when the area to be covered is free of debris or obstructions. END OF SECTION 01360-3 This page left blank intentionally. 01360-4 SECTION 01410 TESTING LABORATORY SERVICES PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor will employ and pay for the services of an independent testing laboratory to perform certain specified testing. All testing described in the Contract Documents shall be paid for by the Contractor. B. Owner may employ and pay for the services of an independent testing laboratory to perform certain specified testing in addition to what is called for in the Contract Documents. 1 . Contractor shall cooperate with the laboratory to facilitate the execution of its required services. 2. Employment of a laboratory by the Owner shall in no way relieve Contractor's obligations to perform the work of the Contract. C. Inspection, Sampling and Testing is required for: 1 . Densities and Proctors (for soil compaction) 2. Concrete Strength 3. Any water quality monitoring as required by the project permits 4. Other operations specified in these specifications or as required by the Engineer or Owner. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. General Conditions of the contract: Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities. See sections GC 7 and GC 37 of the General Conditions and Terms. 01410 - 1 1.03 QUALIFICATION OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification," published by American Council of Independent Laboratories. B. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction." C. Authorized to operate in the City, County, and State in which the Project is located. D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. E. Testing Equipment: 1 . Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards b. Accepted values of national physical constants. 1.04 LABORATORY DUTIES A. Cooperate with Engineer and Contractor; provide qualified personnel after due notice. B. Perform specified inspections, sampling, and testing of materials and methods of construction: 1 . Comply with specified standards 2. Ascertain compliance of materials with requirements of Contract Documents. C. Promptly notify Engineer and Contractor of observed irregularities or deficiencies of work or products. D. Promptly submit written report of each test and inspection; one copy each to Engineer, Owner, and Contractor, and one copy to Record Documents File. Each report shall include: 01410 - 2 1. Date issued 2. Project title and number 3. Testing laboratory name, address, and telephone number 4. Name and signature of laboratory inspector 5. Date and time of sampling or inspection 6. Record of temperature and weather conditions 7. Date of test 8. Identification of product and specification section 9. Location of sample or test in the Project 10. Type of inspection or test 11. Results of tests and compliance with Contract Documents 12. Interpretation of test results, when requested by Engineer E. Perform additional tests as required by Engineer or the Owner 1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory in not authorized to: 1. Release, revoke, alter, or enlarge on requirements of Contract Documents 2. Approve or accept any portion of the work 3. Perform any duties of the Contractor 1.06 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, and provide access to work and to manufacturer's facilities. B. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and which require testing. C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes which require control by the testing laboratory. D. Provide to the laboratory a representative proctor sample of the materials to be used for backfilling throughout the project. E. Furnish copies of product test reports as required. F. Furnish incidental labor and facilities: 1 . To provide access to work to be tested 01410 - 3 2. To obtain and handle samples at the project site or at the source of the product to be tested 3. To facilitate inspections and tests 4. For storage and curing of test samples G. Notify laboratory, in advance of operations to allow for laboratory assignments of personnel and scheduling of tests. H. Pay for services of the Testing Laboratory to perform additional inspections, sampling and testing required: 1 . For Contractor's convenience. 2. When initial tests indicate Work does not comply with Contract Documents. Such payment shall be made directly by the Contractor. Contractor will be responsible for payment for all failing tests. PART 2 -- PRODUCTS NOT USED. PART 3 -- EXECUTION NOT USED END OF SECTION 01410 - 4 SECTION 01510 TEMPORARY UTILITIES PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary utilities required for construction; remove on completion of entire project. B. Provide temperature, ventilation, and lighting requirements, if applicable, as specified in each individual section. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01010: Summary of Work 1.03 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code. B. Comply with federal, state, and local codes and regulations, and with utility company requirements. PART 2 -- PRODUCTS 2.01 MATERIALS (GENERAL) Materials may be new or used, but must be adequate in capacity for the required usage. They MUST NOT create unsafe conditions and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. The Contractor must maintain power to all existing buildings, pump stations, businesses, residences, and other related areas. B. The Contractor is responsible for providing and paying for all power required for his operations. Contractor shall make arrangements with Owner for temporary power. 01510 - 1 C. Contractor is responsible for arranging power for his office trailers(s), power tools, etc., at his own expense. The Contractor shall pay the costs of all power used. D. Provide Power Centers for miscellaneous tools and equipment used in the work: 1. Weatherproof distribution box with minimum of four 20-amp., 120- volt grounded outlets. 2. Locate so that power is available at any point of use with minimum 100-foot Construction-Type power cords. 3. Provide circuit breaker protection for each outlet. E. Provide adequate artificial lighting for all areas of work, when natural light is not adequate for work, and for areas accessible to persons other than Contractor's employees. F. If Contractor requires service other than specified above, he shall arrange for, provide maintenance, and pay all costs incurred. 2.03 TEMPORARY WATER The Contractor will be responsible for making application to the City of Okeechobee for hydrant meters with backflow preventers. The City of Okeechobee will install necessary connections and backflow preventers at locations needed by the Contractor and approved by the Engineer. Maintenance of such is the responsibility of the Contractor. Construction water will be paid for by the Contractor. In an event that damage to these facilities occurs, the Contractor will be responsible for all costs associated with their replacement by the City's standard rate. 2.04 TEMPORARY SANITARY FACILITIES A. Contractor shall provide temporary sanitary facilities in compliance with laws and regulations. Location of such facilities will be subject to the approval of the City of Okeechobee as applicable. Existing City/Residence facilities are not available for use by the Contractor. B. Contractor shall provide for regular service, cleaning, and maintenance of temporary facilities and enclosures. 01510 - 2 PART 3 -- EXECUTION 3.01 GENERAL A. Maintain and operate systems to ensure continuous service. 3.02 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing facilities used for temporary services to specified, or to original, condition. END OF SECTION 01510 - 3 This page intentionally left blank 01510 - 4 SECTION 01560 TEMPORARY CONTROLS PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary control facilities required for construction; remove on completion of entire project any features not intended to remain on the project site. B. Provide noise control, dust control, water control, debris control, pollution control and erosion control as specified in the appropriate sections of these documents. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with federal, state, and local codes and regulations and utility company requirements. B. Comply with the requirements of all permits and easements issued by the FDEP, SFWMD, City of Okeechobee and any other agencies that have issued permits for the project. 1.03 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. PART 2 -- PRODUCTS 2.01 MATERIALS (GENERAL) A. Materials may be new or used, but must be adequate in capacity and quality for the required usage, MUST NOT create unsafe conditions and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY NOISE CONTROL A. Mechanical equipment shall be fitted with mufflers to reduce noise from internal combustion type engines. The City of Okeechobee has specific requirements for sound levels within their municipal limits. The Contractor shall familiarize himself with these requirements and adhere to them during the construction of the project. This will be strictly enforced during the 01560 - 1 project. Special provisions for noise, especially for those pieces of equipment that are required to run on a continuous basis, shall be made. B. Bells, sirens, alarms, etc., shall be adjusted to provide adequate warnings to personnel on the project site; however, they shall be regulated to an intensity that is amenable to the neighboring communities and within applicable limitations stated within the local Code of Ordinances. C. Exterior construction work noises shall be kept to a minimum during evening, night, and early morning hours. All construction noise shall not exceed the limits set forth with the applicable limits stated in the local Code of Ordinances. If noise levels need to exceed these levels to allow the work to progress, special permission from the City shall be requested by the Contractor a minimum of 60 days before this work is to begin. D. In addition to on-site control, noise considerations shall be made to off-site vehicles and equipment (mobilization, demobilization, deliveries, etc.). 2.03 TEMPORARY DUST CONTROL Dust formed as a result of the construction shall be controlled by the Contractor. Cleaning of work areas and application of dust control materials are the most effective methods of dust control. Contractor shall adhere to the methods indicated in the Stormwater Pollution Prevention Plan (SWPPP) prepared by the Contractor. 2.04 TEMPORARY WATER CONTROL A. The flow of water through the construction site shall be controlled by the Contractor such that it does not damage any constructed items; however, it shall be diverted and channeled to effectively leave the site as soon as possible. Puddling and ponding on the site is not permitted. B. Water shall be controlled such that it does not enter excavated areas, nor is deposited on or against constructed features. 2.05 TEMPORARY DEBRIS CONTROL A. Provision shall be made by the Contractor to have available adequate containers to hold any and all debris that is to be generated from the project. Containers should be covered to prevent wind blowing paper, plastic, and lightweight products around and off the site. B. Instructions shall be given to personnel to utilize the trash containers. Containers shall be placed in convenient places at the site. 01560 - 2 C. At least once per week, a thorough cleaning of trash and debris shall be made at the construction site. An acceptable method of disposal shall be employed. END OF SECTION 01560 - 3 This page intentionally left blank 01560 - 4 SECTION 01570 TRAFFIC REGULATION PART 1 — GENERAL 1.01 REQUIREMENTS A. Provide, operate, and maintain equipment, services, and personnel with traffic controls and protective devices, as required to expedite vehicular traffic flow around the construction area in accordance with the City of Okeechobee and the approved traffic control plan. The contractor will be required to obtain applicable right of way permits from the City of Okeechobee for the various phases of the work. B. Remove temporary equipment and facilities when no longer required, restore grounds to original, or to specified conditions. 1.02 RELATED REQUIREMENTS Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. 1.03 REFERENCES A. Traffic Control shall be in accordance with F.D.O.T. Roadway and Traffic Design Standards Series 600, Latest Edition, Manual on Uniform Traffic Control Devices, Latest Ed., and FDOT Standard Specifications, latest Ed. and the project permits. 1.04 TRAFFIC CONTROL PLAN A. The Contractor is to prepare a traffic control plan and/or policy statement for each phase of construction. This plan is to be presented to the City of Okeechobee, and other governing agencies, as applicable, at or before the pre-construction meeting, and is subject to approval by these entities. Each traffic control plan shall be drawn at a 1" — 20' scale and shall include an aerial background. B. The Contractor shall prepare additional traffic control plans and/or policy statements for special events, and/or other unforeseen circumstances as needed. These plans will also need to be presented to and approved by to the City of Okeechobee and other governing agencies, as applicable. C. The following guidelines shall be used in developing the traffic control plans and/or policy statements: 01570 - 1 1. The traffic control plan shall contain provisions for maintaining access to the residents and businesses throughout the project area. Roads should remain open to the greatest extent practical. Should blocks need to be closed, closure durations should be minimized, and detour routes established. 1.05 SIGNS AND TRAFFIC SIGNALS A. Provide and operate traffic control and directional signals required to direct and maintain an orderly flow of traffic in all areas under Contractor's control or affected by Contractor's operations. B. All existing traffic signs shall remain visible throughout construction activities unless superseded by required construction signing or as directed by the Owner. 1.06 FLAGMEN Provide qualified and suitably equipped flagmen when construction operations encroach on traffic lanes, as required for regulation of traffic. 1.07 FLARES, LIGHTS, AND DAY SHAPES A. Provide lights as required for implementation of the Traffic Control Plan, and: 1 . To clearly delineate traffic lanes and to guide traffic as required. 2. For use by flagmen in directing traffic. B. Provide illumination of critical traffic and parking areas as required. 1.08 CONSTRUCTION PARKING CONTROL A. Control vehicular parking to preclude interference with public traffic or parking, access by emergency vehicles, or construction operations. B. Monitor parking of construction personnel's private vehicles. 1 . Maintain free vehicular access to and through parking areas and driveways. 2. Prohibit parking on or adjacent to access roads, or in non- designated areas. 01570 - 2 3. The Contractor shall be responsible for maintaining, protecting, and restoring the access routes to the work locations to the satisfaction of the Owner and Engineer. 1.09 CONSTRUCTION VEHICLES A. All slow-moving construction vehicles shall have a slow-moving sign visible from the rear of the vehicle. B. All vehicles used for construction activities shall have audible back-up warning devices. 1.10 ROAD CLOSURES A. No road shall be closed prior to receiving approval from the City of Okeechobee. B. At least fourteen (14) days prior to a proposed road closure, the contractor shall submit to the applicable jurisdiction a complete traffic control plan. This plan shall include the following minimum information: 1. Sketch of work site and all area roads, streets, and mark driveways. 2. Proposed detour route. 3. All necessary traffic control devices to be used. 4. Emergency contractor contact person name and phone to be available 24 hours a day. 5. Estimated time/dates of road closure. C. The contractor shall notify affected property owners and tenants (if applicable) at least 48 hours prior to a proposed driveway closing. PART 2 — PRODUCTS A. All traffic control devices shall meet or exceed FDOT certification standards. B. All traffic signs shall have high intensity reflective face material. PART 3 — EXECUTION A. Upon notification by the owner either verbally or in writing, the contractor shall correct any noted MOT deficiencies within one hour. 01570 - 3 B. Inspection of all traffic control items shall be accomplished at least twice per day by the contractor. One of these inspections shall be at the end of the workday or at night. END OF SECTION 01570 - 4 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Products B. Workmanship C. Manufacturer's Instructions D. Transportation and Handling E. Storage and Protection F. Substitutions and Product Options 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01010: Summary of Work — Provisions and performance of work under the Contract. C. Section 01090: Reference Standards — Provision and identification of publication sources for referenced standards. D. Section 01300: Submittals and Progress Schedules — Submittal of manufacturer's drawings, descriptive literature, samples, and certificates. E. Section 01740: Warranties and Bonds — Form and time of submission. 1.03 PRODUCTS A. Products include materials, products, equipment, and systems. B. Comply with specifications and referenced standards as minimum. C. DO NOT provide used materials and products, except as specifically allowed by notation or indication in Contract Documents. 01600 - 1 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devises designed and sized to withstand stresses, vibration, and rocking. 1.05 MANUFACTURER'S INSTRUCTIONS A. When work is specified to comply with manufacturer's printed instructions, obtain and distribute copies to persons involved, and maintain one set at job site in field office. B. Perform work in accordance with manufacturer's instructions and specified requirements. C. Should a conflict exist between Specifications and manufacturer's instructions, consult with Engineer. 1.06 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules; coordinate to avoid delay of progress, conflict with work and with conditions at the site. B. Transport products by methods to avoid product damage; deliver dry in an undamaged condition in manufacturer's unopened containers or packaging. C. Provide equipment and personnel to handle product by methods to prevent soiling or damage. D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 1.07 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 01600 - 2 B. Store sensitive products in weather-tight enclosures; maintain within temperatures and humidity ranges recommended/required by manufacturer's instructions. PVC pipe shall not be stored in a place where it can be exposed to ultraviolet light. C. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. D. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter. E. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged and are maintained under required conditions. F. After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed. 1.08 PRODUCT OPTIONS A. Within 30 days after date of Contract, submit complete list of major products proposed, with name of manufacturer, trade name and model. B. Options: 1 . Products specified only by reference standard: Any product meeting that standard. 2. Product specified by naming several manufacturers: Product of any named manufacturer meeting specifications. 3. Products specified by naming one or more manufacturers and "or equivalent": Submit a request for substitution for any manufacturer not specifically named. See bid documents for specific instructions regarding substitution requests. 1.09 SUBSTITUTIONS A. Substitutions will be considered during the bidding process. See the instructions to bidders for more information on how to propose a substitution. Subsequent to the bidding process, substitutions will be considered only when a product becomes unavailable due to no fault of the Contractor. 01600 - 3 B. Document each request with five sets (5) of complete data, drawings and samples as appropriate, substantiating compliance of proposed substitution with Contract Documents including: 1 . General information about the proposed substitution: a. For Products: 1) Product identification, including manufacturer's name and address. 2) Manufacturers' literature: a) Product description. b) Performance and test data. c) Reference standards. 3) Samples 4) Name and address of similar projects on which product was used, and date of installation. b. For construction methods: 1) Detailed description of proposed method. 2) Drawings illustrating methods 2. Comparison of the qualities of the proposed substitution with the specified. 3. Changes required in other elements of the work because of the substitution. 4. Effect on the construction schedule. 5. Cost data comparing the proposed substitution with the product specified. 6. Any required license fees or royalties 7. Availability of maintenance service, and the source replacement materials. C. Request constitutes a representation that Contractor: 01600 - 4 1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. 2. Will provide the same warranty for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. D. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request, or when acceptance will require significant revision of the Contract Documents. E. Engineer will review to determine acceptability of proposed substitution and will notify Contractor of acceptance or rejection in writing within a reasonable time. PART 2 -- PRODUCTS NOT USED. PART 3 -- EXECUTION NOT USED END OF SECTION 01600 - 5 This page intentionally left blank 01600 - 6 SECTION 01700 CONTRACT CLOSEOUT PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Related requirements specified in other sections: 1 . Section 01720: Project Record Documents 2. Section 01740: Warranties and Bonds 1.02 SUBSTANTIAL COMPLETION A. When Contractor considers his work is substantially complete, he shall submit to Engineer: 1. A written notice that the work, or designated portion thereof, is substantially complete. 2. A list of items to be completed or corrected. B. Within a reasonable time after receipt of such notice, Engineer will review the work to determine the status of completion. C. Should Engineer determine that the work is not substantially complete: 1 . Engineer will promptly notify the Contractor, in writing, giving the reasons. 2. Contractor shall remedy the deficiencies in the work, and shall send a second written notice of substantial completion to Engineer 3. Engineer will re-review the work D. When Engineer concurs that the work is substantially complete, he will: 1 . Prepare a Certificate of Substantial Completion, accompanied by a list of items to be completed or corrected 01700 - 1 2. Submit the Certificate to Owner and Contractor for their written acceptance of the responsibilities assigned to them in the certificate. 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, he shall submit written certification that: 1 . Contract Documents have been reviewed 2. Work has been inspected for compliance with Contract Documents 3. Work has been completed in accordance with Contract Documents 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational 5. Equipment and systems instructions to Owner's personnel have been completed in accordance with Section 01730 6. Work is completed and ready for final inspection B. Engineer will review the work to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Engineer consider that the work is incomplete or defective: 1 . Engineer will promptly notify the Contractor, in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to Engineer that the work is complete. 3. Engineer will re-review the work D. When Engineer finds that the work is acceptable under the Contract Documents, he shall request the Contractor to make closeout submittals. 1.04 RE-INSPECTION FEES Should the Engineer perform re-inspection due to failure of the work to comply with the claims of status of completion made by the Contractor, Contractor will compensate Engineer/Owner for such additional services. 1.05 ADDITIONAL SERVICES Should Engineer be required to provide representation at the site for the administration of the Contract for Construction, more than thirty days after 01700 - 2 the specified Date of Substantial Completion of the work, Contractor will compensate Engineer for such additional services. 1.06 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER A. Evidence of compliance with requirements of governing authorities. B. Project Record Documents: To requirements of Section 01720 and the General Conditions and Terms of the Contract. C. Warranties and Bonds: To requirements of Section 01740 and the General Conditions and Terms of the Contract. D. Evidence of Payment and Release of Liens: To requirements of the General Conditions and Terms of the Contract. E. Certificate of Insurance for Products and Completed Operations. F. One (1) Year Maintenance Bond G. Certificate of Operation from equipment manufacturers 1.07 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to Engineer. B. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum 2. Additions and deductions resulting from: a. Previous change orders b. Allowances c. Unit prices d. Deductions for uncorrected work e. Deductions for liquidated damages f. Deductions for re-inspection payments g. Other adjustments 3. Total Contract sum, as adjusted 4. Previous payments 5. Sum remaining due C. Engineer will prepare a final change order, reflecting approved adjustments to the Contract sum which were not previously made by change order. 01700 - 3 1.08 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. PART 2 -- PRODUCTS NOT USED. PART 3 -- EXECUTION NOT USED. END OF SECTION 01700 - 4 SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall maintain at the site for the Owner one record copy of the following: 1. Drawings 2. Specifications 3. Addenda 4. Change orders and other modifications to the Contract 5. Engineer field orders or written instructions 6. Approved shop drawings, product data, and samples 7. Field test records 8. Project Permits 9. Approved bypass plans 10. Approved seawall protection and excavation plan(s) B. Related requirements in the other parts of the Contract Documents: 1. Drawings and general provisions of the Contract, including theGeneral Conditions and Terms and Division 1 Specification sections, apply to this section. C. Related requirements specified in other sections: 1. Section 01300: Submittals 2. Section 01700: Project Close-out 3. Section 02016: Existing Utilities and Underground Structures 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Contractor shall store documents and samples in the field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with Specifications —Table of Contents. 01720 - 1 C. Maintain documents in a clean, dry, legible condition and in goodorder. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by Engineer and City. Record drawing information shall be maintained concurrently with Pay Requests. 1.03 MARKING DEVICES A. Provide felt tip marking pens for recording information in the color red. 1.04 RECORDING (SEE ALSO GENERAL CONDITIONS AND TERMS) A. The Contractor shall provide record drawings for all pay applications, partial releases and final release submittals. With each submittal provide survey data, signed and sealed by the Contractor's Surveyor, to support elevation information depicted on the record drawings. B. Label each document "PROJECT RECORD" in neat large printed letters. C. Record information concurrently with construction progress. DO NOT conceal or backfill any work until required information is recorded. D. Drawings-General: The Record Drawings shall correctly and accurately be drawn to record actual construction. Legibly mark to record actual construction: 1 . Horizontal location of pipes and other improvements shall beprovided any time the pipe passes a permanent surface reference point. Permanent surface reference points must bepermanent structures manholes, catch basins, concrete sidewalk or concrete curbs. Edge of pavement and road intersections may not be used without the Engineer's approval. Any deviations from the alignment shown on the drawings must be noted. 2. Existing utilities that are not shown on the plans that are found in the field are to be noted and recorded on the record drawings. Actual locations of all utilities shall be noted andrecorded on the record drawings. a. Field changes of dimension and detail. b. Drainage and Control Structure inverts and weir elevations. Roadway, sidewalk, planters, parkingarea, and site perimeter elevations. c. Sanitary manhole rim and invert elevations d. Changes made by Work Change Directives or by Change 01720 - 2 Order. e. Details not on original Contract Drawings f. Limits of work including temporary storage equipment area g. All information required by the City Standards. E. Drawings — General Requirements for Pressure and Gravity Mains. Record Drawings shall legibly and accurately depict record actual construction and showing the following, as a minimum: 1. Pressure class, material, manufacturer, class/wall thickness, and lining type of installed pipe on every sheet. 2. Location and top of pipe elevation of all fittings, including sleeves by stationing and offsets 3. Top of pipe elevation at every 25 feet. and at every change of direction. 4. Length of restrained pipeAll dimensions, elevations, and horizontal control of all in-service and abandoned storm sewer, gravity sewers including laterals, electric cables, television cables, telephone cables, force mains and water mains which are crossed or exposed. 5. Locations and elevations as required to define major horizontal/vertical pipe deflections/conflicts. Data shall include beginning and end of deflection/conflicts, all changes in elevations and alignment and the location and elevation of subject conflict item. 6. Location and elevation of all connections to existing systems. 7. Description of all caps, plugs, grout limits, restraint posts, or any other item used in the abandonment of existing pressure pipe, gravity pipes, or services. 8. Locations and elevations as required to describe all other improvements. 9. Easement Record Book and Page Numbers. 10. Vertical Datum and conversion from NAVD 1988 to NGVD 1929 on Every Sheet. F. Drawings — Specific Requirements for Pressure and Gravity Mains 1. General - FOR ALL LAYERS: 01720 - 3 a. All references to "proposed" and "plan" are to be removed from the Final Record Drawings b. All lines, structures, and other items that are relocatedwill be removed and shown in the proper location(hand written notes and "x"ing out will not be allowed) c. All record drawings will be signed and sealed by Certified Land Surveyor or Professional Engineer licensed to practice in the State of Florida. If certified by a Surveyor, P.E. will sign off stating that the record drawings was checked by the engineer, verifying that they inspected the work d. Clearly mark existing infrastructure which is to remain. e. Clearly mark existing infrastructure which has been abandoned, and how it was abandoned. f. Station, length, width and depth of flowable fill used. g. Record Drawings shall not be greater than 1" - 30' inscale h. All Detail sheets shall be included with each recorddrawing Location by station and elevation, width, depth andlength of flowable fill used for all uses. j. Supply all surveys of the project and or property. 2. Water and Force Mains - TO BE SHOWN ON ONE LAYER: Utility Record Drawings shall conform with the requirements of the City of West Palm Beach Utility Department. Records shall include locations (horizontal and vertical) of all pipe lines, structures, fittings, valves, and appurtenances and all pressure pipe/utility crossings (including sanitary laterals) for proposed mains in accordance with City and Palm Beach County Health Department requirements. Pressure pipe record drawings shall include at a minimum: a. Location of all meter boxes, valves, tees, bends, reducers, caps, plugs, fire hydrants, backflow preventers, water services, taps, air release valves, including top of pipe at ARV, and centerline of water main on station and offset not to exceed 100'. All horizontal deflections shall be called out. b. Pressure class, material, manufacturer, class/wall thickness, 01720 - 4 and lining type of installed pipe c. Top of pipe elevations should be shown on all tees, valves, bends, reducers, caps, plugs, centerline ofwater main not to exceed 100 lineal feet, and bottom flange of barrel section of the fire hydrant. All vertical deflections shall be called out d. Restrained joint pipe length (station to station). e. Manufacturer, model, usage, type and size of valvesshall be shown on the plan f. Numbered sample points locations needed for HealthDept. submittal (to be removed from "final" as-built). g. Length of run between fittings, type of and size of pipematerial. h. Call out variation (if it exists) in stationing of corporation compared to meter box Locations of joint deflections j. Thrust block locations and size k. Sample point/jumper locations 3. Sanitary Sewers - TO BE LOCATED ON THE SAME LAYER AS WATER AND FORCE MAINS a. Manhole rim elevation, invert elevations and directions. b. Length of run between sanitary structures, type of andsize of pipe material with calculated percentage of slope for the run of pipe. c. Location of sanitary service wyes with station and offset, together with the invert elevation, station and offset, pipe diameter and material (only at clean-out). d. Locations and type of flexible eccentric coupling with station and offset, and adjoining pipe diameters and materials. e. Applicable lift station information should be filled out on the detail sheet for lift stations. 4. Water/Sanitary/Storm Pipe Crossings and Separations - PART OF WATER, SANITARY, AND/OR STORM LAYER 01720 - 5 a. Pipe types, sizes and material b. Crossings: Top and bottom elevations of pipescrossing each other and the distance between theoutside of the two lines c. Separation: Distance between the OD of the two lines 5. Conflict Storm/Water/Sanitary Structures - PART OF EACH APPLICABLE LAYER: a. Top and bottom of casing b. All info asked for in storm or sanitary manhole descriptions with the addition of top of all pipes. 6. Casings - PART OF EACH APPLICABLE LAYER: a. Material and thickness b. Top of and invert of casing c. Length and station and offset of ends d. If used, station and offset for vent, including tap location, and fittings 7. Storm Sewers - TO BE LOCATED ON A SEPARATE LAYER: a. Manhole and catch basin rim elevation, outfalls and top of headwall invert elevations and direction, weir elevations, bottom of manholes and catch basins (sumps) b. Length of run between storm structures, type of and size of pipe material with calculated percentage of slope for the run of pipe c. Location of service connections (without manholes) together with the invert elevation, pipe diameter and material d. Dry retention, wet retention, dry detention, wetdetention areas e. Exfiltration trenches, Station at beginning and end of system, width, depth f. Top of and toe of slope on berm elevation designed tostop 01720 - 6 flooding 8. Street Lights - TO BE LOCATED ON A SEPARATE LAYER: a. Manufacturer, model, and height of poles shall beshown on the record drawings b. Manufacturer, model, and wattage and voltage oflights shall be shown on the record drawings c. Pull boxes, station and offset. d. Length of conduit runs between boxes and poles, typeof, and size of pipe material. Show as laid in theground, not as a wiring schematic, with amount, by color, type of, and size of wiring material e. Service connection, type (FP&L owned, City metered)station and offset 9. Irrigation - TO BE LOCATED ON A SEPARATE LAYER: a. Backflow preventer, control stand location, Controlvalve, zone, station and offset b. Main line piping size, material, lengths, depth c. Heads, Type (1/4, half, 3/4, full circle) zone, stationand offset d. Control Stand, station and offset 10. Landscaping - TO BE LOCATED ON A SEPARATE LAYER: a. Tree type, caliper, and height b. Tree grate, size, and model c. Station, elevation, length, width, and depth ofStructural Soil used d. Top of and toe of slope on berm elevation for landscaping 11 . Private Construction Impacts to Right-of-Way - TO BE LOCATED ON A SEPARATE LAYER: 01720 - 7 a. Private utility or revocable easements in the City ROW's or on City property must be shown on the plan. Any improvements within the easement need to be shown and called out as private. The recording information should be on the as-built. b. Privately owned lighting, irrigation and landscaping in the City right-of-way needs to be called out as privateand identified. c. All aerial and underground footer easements (in ROW) G. Specifications and Addenda: Legibly mark each section to record: 1 . Manufacturer, trade name, catalog number and supplier ofeach product and item of equipment actually installed. 2. Changes made by field order or by change order. H. Photographs: 1 . Manufacturer, trade name, catalog number and supplier ofeach product and item of equipment actually installed. 2. Changes made by field order or by change order. Asset Management Database 1 . General Purpose: The Asset Management Database Guideline and associated Asset Management Matrix are intended to establish consistent documentation for capitalized assets. The CITY will retain final payment from the CONTRACTOR until the asset information is recorded asrequired and delivered to the CITY as part of the closeout documents. 2. Asset Management Database Guideline: The CONTRACTOR shall enter information into the asset management matrix for any units of property for which they are placing, replacing, installing, or constructing new as part of the WORK that meet the following criteria: a. Pipelines, Valves and Appurtenances All sizes of valves actuators ii. Pipes and fittings b. Pumps Submersible 01720 - 8 ii. Portable Sump Pumps and all other Pumps c. Electrical Unit substation transformer ii. Motor control center/panel iii. Transfer switches, disconnect switches, lighting panels (LP), power panels (PP) iv. Starters and VFD's v. Power Generator vi. Standalone UPS d. Instrumentation RTU Panel ii. Transmitter, sensors 3. Asset Management Matrix: Any assets installed as part of the WORK that meet the Asset Management Database Guidelines above shall be entered into the Asset Management Matrix. The CONTRACTOR shall populate characteristic attributes or data for each required asset as applicable into the corresponding columns. Some example categories that are expected to be in the Asset Management Matrix are provide below; however, the full Asset Management Matrix spreadsheet will be provided by the CITY: Facility Categories: • Facility Name • Facility ID • Location ID • Asset Location (Ex. From/To, Northing, Easting, Elevation) Asset Categories: • Major Category • Asset Class ID • Asset Class Name Manufacturing Categories: • Manufacturer Name • Manufacturer Representative • Model • Serial Number • Install Date • Life Expectancy (Years) Y 01720 - 9 Characteristic Categories: • Material • Type • Size • Total length (pipe only) • Characteristic Rating (Ex. gpm, HP, Amps, Voltage, Phase) Cost: • Material/Equipment cost The following templates are provided for informational purposes and are intended only to assist the CONTRACTOR in understanding the level of effort that will be required to populate the Asset Management Matrix. Any items that meet the Asset Management Database Guidelines must be included in the Asset Management Matrix by the CONTRACTOR J. Post Construction Video 1 . After the project is complete, the contractor shall have video recordings taken of the entire limits of each project area. These areas include but are not limited to, the entire length of the utility and drainage improvements, the seawall improvements and surrounding area, al► new, cleaned and/or lined gravity pipe and structures and a►► locations where work has occurred on or near private property. 2. Video files shall be limited to one video per street or amaximum of 2,000 linear feet of roadway per file. 3. Labe► and catalog by street name and beginning and ending intersections. 4. Video files are to be delivered to the Owner and Engineer ona DVD in a standard video format that is able to be viewedon a Windows operating system. All video files shall become the property of the Owner. 5. A pre-construction video of the project site is to be provided in accordance with Section 02016 Existing Utilities and Underground Structures. 6. Television inspection for the gravity pipes to be performed in accordance with Section 02752 Television Survey for Cured-in-Place- Pipe Lining. 01720 - 10 1.05 SUBMITTAL A. Record drawings shall be submitted to the Engineer with pay applications, and partial and final releases in the following formats: 1 . All incoming as-built survey AutoCAD drawing files shall be received on CD-ROM in a jewel case and in state plane coordinates. The disk label shall include the following: a. Engineering and/or Survey Company Name with prepared by statement b. Project Name c. City of West Palm Beach Project Number d. Date the data is burned onto disk e. Designate "Record Drawings", "Preliminary Record Drawings", or "Final Record Drawings" 2. Four (4) - 24" by 36" hard copies, signed and sealed. 3. An electronic PDF of the record drawing. 4. AutoCAD Files must be submitted in DWG format, latest AutoCAD version. 5. Each file should be for one section of development and one layer as described in 1.04. Multiple sections will not be accepted in one file. 6. Tie into section corners in the Florida State Plane Coordinate System to insure proper orientation at each end of baseline. Section corner tie sheets can be obtained from the Palm Beach County Surveyor's web page B. At Contract close-out, deliver Record Documents to Engineer forthe Owner. C. Accompany submittal with transmittal letter in duplicate, containing: 1 . Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document 5. Signature of Contractor or his authorized representative 1.06 AS-BUILT SURVEYS A. CONTROL INFORMATION FOR AS-BUILT UTILITY SURVEYWORK 01720 - 11 1 . All as-built drawings shall state in 1" lettering "AS-BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies, along with the as-built date. 2. All as-built surveys shall meet the minimum requirements of the Chapter 61 G17, Florida Administrative Code Pursuant to Section 472 of the F►orida Statutes. All surveys shall be based on a minimum horizontal control Third Order, "Class 2." 3. All state plane coordinates shall be based on the Florida State Plane Horizontal Data (East Zone); Florida High Precision Geodetic Network (Superstition) and NAD 83/1990 — final adjustment. 4. State plane coordinates shall be physically tied to a minimum of two known state plane coordinate benchmarks that utilize number 3 above. State plane coordinates shall be shown on survey at benchmarks used. 5. All record drawings shall be provided in in NAVD 1988 unless otherwise agreed upon by Owner. Datum and conversion shall be provided on every sheet. 6. All record data shall be digitally positioned on the design drawings prepared by the engineer of record. Said design drawings shall be complete and include both plan and profileviews of the infrastructure. 7. All as-builts shall clearly depict as-built utility lines that were constructed along with all easements. 8. All as-builts shall include the information required by the City Standards. PART 2 -- PRODUCTS NOT USED PART 3 -- EXECUTION NOT USED END OF SECTION 01720 - 12 SECTION 01730 OPERATION AND MAINTENANCE MANUALS PART 1 — GENERAL 1.01 RELATED INFORMATION A. Compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract. 1. Prepare operating and maintenance data as specified in this Section and as referenced in other pertinent sections of Specifications. B. Instruct Owner's personnel in the maintenance of products and in the operation of equipment and systems. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01300 - Submittals C. Section 01720 - Project Record Drawings 1.03 FORM OF SUBMITTALS A. Prepare data in the form of an instructional manual and electronic format for use by Owner's personnel. B. Hard-Copy Format: 1. Size: 8-1/2 in. x 11 in. 2. Text: Manufacturer's printed data, or neatly typewritten. 3. Drawings: a. Provide reinforced punch binder tab, bind in with text. b. Fold larger drawings to the size of the text pages. 4. Provide fly-leaf for each separate product, or each piece of operating equipment. 01730-1 a. Provide typed description of product, and major component parts of equipment. 5. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List: a. Title of Project. b. Identity of separate structure as applicable. c. Identity of general subject matter covered in the manual. C. Binders: 1 . Commercial quality expandable catalog binders with durable and cleanable plastic covers. 2. When multiple binders are used, correlate the data into related consistent groupings. D. Electronic format shall be in .pdf file format. Copies of specific manuals shall either be scanned or converted to .pdf format and submitted on CD disc to Owner. Submit after approval of hard copies. 1.04 CONTENT OF MANUAL A. Neatly typewritten table of contents for each volume, arranged in a systematic order. 1 . Contractor, name of responsible principal, address and telephone number. 2. A list of each product required to be included, indexed to the content of the volume. 3. List, with each product, the name, address and telephone number of: a. Subcontractor or installer. b. Maintenance contractor, as appropriate. c. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data: 1 . Include only those sheets which are pertinent to the specific product. 01730-2 2. Annotate each sheet to: a. Clearly identify the specific product or part installed. b. Clearly identify the data applicable to the installation. c. Delete references to inapplicable information. C. Drawings: 1. Supplement product data with drawings as necessary to clearly illustrate relations of component parts of equipment and systems. 2. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. 3. Do not use Project Record Documents as maintenance drawings. D. Written text, as required to supplement product data for the particular installation: 1. Organize in a consistent format under separate headings for different procedures. 2. Provide a logical sequence of instructions for each procedure. E. Copy of each warranty issued. 1. Provide information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might effect the validity of warranties. 1.05 MANUAL FOR EQUIPMENT AND SYSTEMS A. Submit three (3) complete copies of manual in final form. B. Content, for each unit of equipment and system, as appropriate: 1. Description of unit and component parts. a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial number of all replaceable parts. 01730-3 2. Operating procedures: a. Start-up, break-in, routine and normal operating instructions. b. Regulation, control, stopping, shut-down and emergency instructions. c. Summer and winter operating instructions. d. Alignment, adjusting and checking. 3. Servicing and lubrication schedule: a. List of lubricants required for each piece of equipment. b. Schedule for manufacturer recommended maintenance. 3. Manufacturer's printed operating and maintenance instructions. 4. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. 5. Manufacturer's written warranties for parts and labor. 7. Other data as required under pertinent sections of specifications. 1.06 SUBMITTAL SCHEDULE A. Submit one copy of completed data in final form fifteen days prior to final inspection or acceptance. I. Copy will be returned after final inspection or acceptance, with comments. B. Submit specified number of copies of approved data in final form 10 days after final inspection or acceptance. 1.07 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance of all products, equipment and systems. B. Operating and maintenance manual shall constitute the basis of instruction. I. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. 01730-4 PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01730-5 This page intentionally left blank 01730-6 SECTION 01740 WARRANTIES AND BONDS PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Compile specified warranties and bonds. B. Compile specified service and maintenance contracts. C. Co-execute submittal when so specified. D. Review submittals to verify compliance with Contract Documents E. Submit to Engineer for review and transmittal to Owner 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01700: Contract Closeout. C. Each respective section of Specifications shall have Warranties and Bonds required for specific products. D. Provisions of Warranties and Bonds, Duration: The respective section of specification which specifies the product. 1.03 SUBMITTAL REQUIREMENTS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and subcontractors. B. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1 . Product or work item 2. Firm, with name of principal, address, and telephone number. 01740 - 1 3. Scope. 4. Date of beginning of warranty, bond or service and maintenance contract. 5. Duration of warranty, bond, or service maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure b. Instances which might affect the validity of warranty bonds. 7. Contractor, name of responsible principal, address, and telephone number. 1.04 FORM OF SUBMITTALS A. Prepare in duplicate packets. B. Format: 1 . Size 8-1/2" X 11" punched sheets for 3-ring binder a. Fold larger sheets to fit into binders 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS." List: a. Title of project b. Name of Contractor C. Binders: Commercial quality, three-ring, with durable and cleanable plastic cover. D. Provide one electronic Adobe Acrobat format copy of warranties, bonds, and service maintenance contract on Compact Disc. 1.05 TIME OF SUBMITTALS A. Make submittals within ten days after Date of Substantial Completion, on, prior to final request for payme nt. B. For items of work, where acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal 01740 - 2 within ten days after acceptance, listing the date of acceptance as the start of the warranty period. 1.06 SUBMITTALS REQUIRED A. Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of Specifications, as appropriate. PART 2 -- PRODUCTS NOT USED PART 3 -- EXECUTIVE NOT USED END OF SECTION 01740 - 3 1 This page intentionally left blank 01740 - 4 SECTION 02016 EXISTING UTILITIES AND UNDERGROUND STRUCTURES PART 1 — GENERAL 1.01 GENERAL A. The plans depict the approximate location of the existing utilities. The locations of those facilities (horizontal and vertical) were obtained from survey information, Utility Atlas and Record Drawings provided by the applicable Utility Owners. B. Existing utilities shown are located according to the information available to the engineer at the time of the topographic survey. Guarantee is not made that all existing underground utilities are shown or that the location of those shown are entirely accurate. Finding the actual location of any existing utilities is the contractor's responsibility and shall be done before he commences work in the vicinity. Furthermore, the contractor shall be fully responsible for any and all damages due to the contractor's failure to exactly locate and preserve any and all underground utilities. 1.02 CONTRACTOR'S RESPONSIBILITIES A. Contractor shall notify the Sunshine State One Call of Florida (SSOCF) service at 811, 48 hours prior to digging for direct bury and 10 days prior to digging or initiating construction of underwater construction activities, as required by Florida Statues Chapter 556 throughout the duration of the construction project. B. Locate the cables, ducts, conduit, pipeline, etc. in advance of the proposed construction. C. Notify Engineer of any substantial changes and/or conflicts that would require a deviation in the plans. Late discovery of existing underground utilities does not constitute "required" deviations should early discovery prevent them. D. Repair any damage done to existing utilities at no additional expense to the Owner. E. Remove or modify those utilities scheduled to be removed or modified on the plans. F. All Asbestos cement pipe that is not abandoned in place shall be removed and disposed of off-site in a legal manner. 02016-1 G. Provide support of existing utilities that are to remain and be protected that are uncovered during installation of the new improvements or removal of existing items required to be removed. 1.03 PRECONSTRUCTION VIDEO A. At least one (1) week prior to the start of construction, the contractor shall have video recordings taken of the entire limits of each project area. These areas include but are not limited to, the entire length of the drainage improvements,all locations where work has occurred on or near private property. Such recordings shall be provided to the Owner and Engineer before the commencement of construction. These recordings shall serve as record of the conditions as they existed prior to the start of the work. They will be used in the event of a dispute that arises from restoration or damage claims from property owners along the project corridor. The contractor shall pay particular attention to existing damage on public and private property near the work area and ensure that these items are documented on the video. B. Videotapes shall be limited to one video per street or a maximum of 2,000 linear feet of roadway per tape. C. Label and catalog by street name and beginning and ending intersections. D. Video tapes are to be delivered to the Owner and Engineer on a DVD in a standard video format that is able to be viewed on a Windows operating system. All videotapes shall become the property of the Owner. E. A post-construction video of the project site is to be provided in accordance with Section 01720 Project Record Drawings. END OF SECTION 02016-2 SECTION 02065 DEMOLITION PART 1 - GENERAL 1.01 SCOPE OF WORK A. ON — SITE DEMOLITION 1. The Contractor shall furnish all supervised labor, materials, equipment, and incidentals required for the removal of all items necessary to be removed in order to construct the project as shown on and in accordance with the plans and specifications. B. REMOVAL PROCEDURES 1 . Perform complete or partial removal and disposal of specified existing debris, vegetation, asphalt, concrete, piping, structures, landscaping, mechanical equipment, electrical equipment and miscellaneous items and appurtenances encountered during construction operations. 2. Perform temporary modification of structures, equipment, appurtenances, and utilities as necessary to allow for operation of the facilities during construction. 3. Perform demolition, partial removal and cutting of existing asphalt, concrete, piping, structures, and appurtenances as required for the new construction. 4. Handle existing equipment to be reinstalled or salvageable as specified. 5. Perform off-site disposal of excess and unacceptable materials including but not limited to asphalt, concrete, concrete blocks, bricks, steel, PVC, AC pipe, DIP, CI pipe, fuel, waste oil, metal, debris, etc. All materials shall be disposed of off-site in a legal manner. 6. This section may not cover all of the activities necessary to perform the work. The Contractor shall exercise due concern for the utility system operation and shall diligently direct all of the Contractor's activities toward maintaining continuous operation of the existing facilities and minimizing operation impacts. 02065-1 1.02 RULES AND REGULATIONS A. The Building Code of the State of Florida shall control the demolition, modification or alteration of the existing site. B. No blasting shall be done on site. C. Refer to the City of Okeechobee Code of Ordinances and the project permits for additional requirements. 1.03 ACCESS A. Conduct demolition and modification operations, and the removal of equipment and debris to ensure minimum interference with roads and walks both on-site and off-site and to ensure minimum interference with occupied or used facilities. B. Special attention is directed towards maintaining safe and convenient access to the existing facilities. C. Do not close or obstruct streets, walks or other occupied or used facilities without permission from the Owner. Provide alternate routes around closed or obstructed traffic in access ways. 1.04 PROTECTION A. The Contractor shall conduct construction activities to minimize damage to adjacent buildings, structures, roadways, utilities, storm drainage, waterways, and other facilities, including persons. B. Provide support to existing utilities and other improvements as required to install the new improvements. 1.05 DAMAGE A. The Contractor shall immediately report damage caused to adjacent facilities by demolition operations. The Contractor shall promptly make all required repairs as directed by the Engineer and at no cost to the Owner. 1.06 UTILITIES A. It shall be the Contractor's responsibility to maintain existing utilities in service and protect against damage during demolition operations. 02065-2 1.07 POLLUTION CONTROL A. For pollution control, use sprinkling, temporary enclosures, and other suitable methods as necessary to limit the amount of dust and dirt rising and scattering in the air to the lowest level of air pollution practical for the conditions of work. Comply with the governing regulations and permit regulations. B. Clean adjacent structures and improvements of all dust, dirt, and debris caused by demolition operations. Return areas to conditions existing prior to the start of work. C. Pollution control measures outlined in the Stormwater Pollution Prevention Plan shall be implemented during the entire construction timeline to control turbidity and sediment discharges to the stormwater system and Intracoastal Waterway. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 02065-3 This page intentionally left blank 02065-4 SECTION 02110 CLEARING AND GRUBBING PART 1 - GENERAL 1.01 SCOPE A. The work to be performed under this item shall consist of either the clearing of or the clearing and grubbing of the area of construction as designated on the drawings. B. Clearing - Where clearing only is required it shall consist of the cutting and removal of all trees, stumps, bush, logs, hedges, and the removal of all fences, concrete, debris, asphalt, and other loose or projecting material from the designated area. The grubbing of stumps and roots will be required. C. Clearing and Grubbing - Clearing and grubbing shall consist of clearing the surface of the ground of the designated areas of all trees, stumps, down timber, logs, snags, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, and rubbish of any nature, natural obstructions or such material which, in the opinion of Engineer, is unsuitable, including grubbing of stumps, roots, matter roots, foundations ad disposal from the project of all spoil materials resulting from clearing and grubbing by burning or otherwise. 1.02 REFERENCES A. Florida Department of Transportation Standard Specifications for Road and Bridge construction (F.D.O.T.), latest edition. PART 2 - MATERIALS 2.01 MATERIALS FOR REPLACEMENT A. All materials required to be brought on to the site for filling of holes caused by grubbing or otherwise shall be as specified in Section 02200 — Earthwork, Excavation and Backfill. PART 3 - EXECUTION 3.01 SCHEDULE A. Contractor shall schedule the clearing or clearing and grubbing work at a satisfactory time in advance of the project improvement construction operation. 02110-1 3.02 SPOIL MATERIALS REMOVAL A. All materials to be disposed of by removal from the site shall be disposed of off site in a legal manner by Contractor at the Contractor's expense. The manner and location of disposal of materials shall be subject to review by Engineer and shall not create an unsightly or objectionable view. 3.03 CLEARING A. Clear the area of all objectionable materials. Trees and other debris unavoidably falling outside the specified limits must be cut up, removed, and disposed of in a satisfactory manner. Preserve and protect from injury all trees not to be removed. The trees, stumps, and brush shall be cut to a height of not more than 12-inches above the ground. The grubbing of stumps and roots will be required. B. On site burning of debris will not be allowed. 3.04 CLEARING AND GRUBBING A. In areas designated to be cleared and grubbed, all stumps, roots, buried logs, brush, grass and other unsatisfactory materials shall be removed. B. All holes remaining after the grubbing operation in embankment areas shall have the sides broken down to flatten out the slopes, and shall be filled with acceptable material, moistened and properly compacted in layers to the density required in Section 02200. The same construction procedure shall be applied to all holes remaining after grubbing in excavation areas where the depth of holes exceeds the depth of the proposed excavation. END OF SECTION 02110-2 SECTION 02150 DEWATERING PART 1 — GENERAL 1.01 SECTION INCLUDES The work covered by this Section consists of furnishing all permits, labor, equipment, appliance and materials, and performing all operations required for dewatering all excavations, if required, complete. 1.02 RELATED SECTIONS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01060 — Regulatory Requirements and Notifications C. Section 02200 — Earthwork, Excavation, and Backfill. PART 2 - PRODUCTS 2.01 TEMPORARY FACILITIES A. All materials and equipment shall be suitable and adequate to function continuously as a dewatering system. B. All material and equipment used in the dewatering system remain the property of the Contractor and shall be removed off-site when dewatering is completed. C. All dewatering equipment shall conform with the noise standards set forth in the City of Okeechobee Code of Ordinances. 2.02 SUBMITTALS A. Submit the dewatering method or plan in accordance with Submittal specifications prior to commencing dewatering if it is determined by the Contractor that dewatering beyond that allowed by a no-notice dewatering permit is required to construct the project. B. The Contractor shall prepare and submit the necessary permit applications and supporting documents for the purposes of obtaining a dewatering permit 02150-1 from the South Florida Water Management District and any other required agencies. PART 3 - EXECUTION 3.01 METHODS A. The method of dewatering is to be selected by the Contractor and may include: 1 . Wellpoints 2. Sump pumps 3. Bedding rock 4. Dewatering wells 5. Other approved items. 3.02 DISCHARGE A. The Contractor shall provide all labor, materials, tools and equipment necessary to properly control the quality of the discharge from his dewatering operations as described herein. The Contractor shall comply with all applicable laws, rules and regulations governing the discharge of water from his dewatering operations. B. Contractor shall not discharge water in any manner that will: 1 . Adversely affect water quality of nearby water bodies. 2. Violate Federal, State or local laws or regulations. 3. Allow discharge to flow onto private property. 4. Hamper movement of traffic. 5. Damage portions of the work previously constructed. 6. Damage portions of existing facilities or structures. 7. Violate the conditions of the SFWMD Dewatering Permit. 8. Violate the conditions of the Stormwater Pollution Prevention Plan. C. Contractor shall obtain and pay for any permits required to discharge the dewatering waters. D. Contractor shall coordinate and pay for any water quality monitoring program that may be required by the applicable dewatering permit(s). END OF SECTION 02150-2 SECTION 02200 EARTHWORK, EXCAVATION, AND BACKFILL PART 1 - GENERAL 1.01 SECTION INCLUDES The work covered by this section consists of furnishing all labor, equipment, and materials, and performing all earthwork operations to include: A. Excavation and backfill of structures, foundations, and pavements. B. Surface preparation for structures, foundations, and pavements. C. Excavation and backfill of pipe trenches. D. Roadway area grading. E. Soil compaction and stabilization requirements for pipe trenches and roadway areas. F. Soil testing for pipe trenches and parking areas. 1.02 REFERENCES A. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. B. American Society for Testing and Materials (ASTM) D698 Moisture-Density Relationship of Soils. D1556 Standard Method of Test for Density of Soil in Place by Sand Cone Method. D1557 Method for Test for Moisture-Density Relations of Soils Using a 10-Pound Rammer and 18-Inch Drop. D2487 Classification of Soils for Engineering Purposes. D6938 Density of Soil and Soil-Aggregate in Place by Nuclear Methods 02200 - 1 1.03 RELATED SECTIONS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01410 - Testing Laboratory Services C. Section 02016 - Existing Utilities and Underground Structures C. Section 02150 - Dewatering 1.04 FIELD MEASUREMENTS AND COORDINATION A. Verify that survey benchmark, control point, and intended elevations for the work are as shown on the Drawings. B. Verify that work associated with lower elevation utilities is complete before placing higher elevation utilities. 1.05 SUBSURFACE SOILS DATA A. Owner and Engineer make no representations or statements as to site or soil conditions, and therefore do not assume any responsibility for actual site or soil conditions. It shall be Contractor's responsibility to determine for himself existing site and/or soil conditions. Available geotechnical information for the project area has been provided in these specifications (See Appendix D). PART 2 - PRODUCTS 2.01 EXCAVATION A. All excavation is unclassified. Complete all excavation regardless of the type, nature, or condition of the materials encountered. 2.02 SOURCE QUALITY CONTROL A. If tests for a material type fail three times, the Engineer may reject the source supplier and require the contractor to submit a new source for approval, at no additional cost to the Owner. The in-situ material is considered acceptable material and may be used, provided it meets the specified requirements. B. Quality control of the work shall be the Contractor's responsibility and Contractor shall make every effort to produce the best quality work as specified on the Drawings and in these Specifications. 02200 - 2 2.03 STRUCTURAL FILL AND BACKFILL A. Fill and backfill under and around all structures shall be suitable on-site excavated material or approved imported material. Material shall be free of organic material, shall not have more than 10 percent by dry weight passing the U.S. Standard No. 200 sieve, and shall have no rocks larger than 3 inches in size. On-site Fine Sand (SP), without roots or other deleterious materials, is suitable material. Imported material may be provided by the Contractor at no additional cost to the Owner. B. On site soils with more than 10% by dry weight passing the U.S. Standard No. 200 sieve and/or particle sizes larger than 3 inches are not suitable for use as fill under pavements or structures. C. Backfill behind walls shall be as specified above except that they shall not have more than 4% by dry weight passing the U.S. Standard No. 200 sieve. 2.04 EARTHFILL A. On-site excavated material free from roots, trash, and rocks larger than 3 inches. 2.05 FLOWABLE FILL A. Provide and place flowable fill in accordance with the requirements of Section 121 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. 2.06 WATER FOR COMPACTION A. Contractor shall furnish potable water, as required. Contractor may coordinate with the City of Okeechobee Public Works Department to arrange for a hydrant meter for water during construction. Costs associated with the hydrant meter shall be paid for by the Contractor. Water trucks shall be used as required. 2.07 EQUIPMENT A. All equipment shall be suitable and adequate to perform the work specified. Compaction equipment shall be vibratory type. It is recommended that the contractor perform a preconstruction assessment of existing adjacent structures and monitor those structures for settlement during the construction period. Contractor shall notify Owner of any settlements that occur at existing adjacent structures. 02200 - 3 PART 3 — EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum locations. Protect bench marks, survey control points, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. B. Locate, identify, and protect utilities that remain from damage. 3.02 STRIPPING TOPSOIL A. See Section 02110, Site Clearing. Stripping of topsoil shall be performed prior to any cutting, excavation, removal and/or replacement or fill materials. B. Strip topsoil from designated areas within boundaries of proposed construction lines to a depth of approximately 6" to 8.5". The top materials stripped shall be removed and disposed of off site, unless authorized for use on the site landscaping areas by the Engineer or Owner. Top materials shall not be used under roadway or parking areas. C. Stripping of topsoil shall ensure that entire site is stripped and scraped clean of all brush, weeds, grass, roots, vegetation, etc. 3.03 CUTTING A. Except as otherwise specified, after stripping of topsoil all site areas which are above elevation required shall be cut to subgrades required by drawings. 3.04 FILLING A. Except as otherwise specified, after stripping of topsoil all site areas which are below elevation required shall be compacted as specified and then over such areas clean granular fill placed and compacted in layers not exceeding 12" in uncompacted thickness. Each layer of fill shall be compacted to at least 95% of the modified proctor maximum dry density (ASTM D1557). If hand held compaction equipment is used, the lift thickness should be reduced to 6 inches. Filling and compaction shall continue until subgrades required for various areas are reached. All holes and depressions caused from removal of trees, stumps, etc. shall be filled and compacted. Fill shall be good clean material as previously specified. 02200 - 4 3.05 EXCAVATION UNDER STRUCTURES AND PAVEMENT AREAS A. Excavation shall be performed to elevations and dimensions required by drawings with suitable allowance made for construction operations and inspections. Excavation carried to depths below required elevations shall be replaced in loose layers a maximum of 6" in depth and compacted in a manner to achieve a minimum density of 98% as determined by a modified proctor in accordance with ASTM D-1557. Contractor may place additional concrete in lieu of replacing and compacting excess excavation as specified above to fill excess cut. Correction of excess cut shall be responsibility of Contractor at no additional cost to Owner. B. Compact disturbed load bearing soil in direct contact with foundations to achieve a minimum density of 98% as determined by a modified proctor in accordance with ASTM D-1557. C. Verify that the specified density extends to 2 feet below the bottom of the structure or pavement base course to be installed. D. Slope banks with machine to angle of repose or provide necessary shoring. E. Do not interfere with 45 degree bearing splay of existing foundations without providing adequate means of shoring protection. F. Grade top perimeter of excavating to prevent surface water from draining into excavation. G. Notify Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. H. Correct areas over excavated in accordance with this section. Remove excavated material unsuitable for backfill from site. J. When muck or other deleterious materials is encountered in the excavation, it shall be completely removed within the area of the structure or pavement and to a depth where acceptable material is encountered. After removal of all muck or other deleterious material, the area shall be backfilled with approved fill material to the specified grade. 3.06 TRENCH EXCAVATION AND PREPARATION A. Excavation: Excavate as required for the installation of all piping, utilities, conduits, and appurtenances. B. Trench Width: Cut trenches sufficiently wide to enable installation, compaction 02200 - 5 and inspection. The maximum width will not be limited except where excessive trench width would cause damage to adjacent structures or piping. C. Grade: Excavate the bottom of the trench to the line and grade shown, or as established by the Engineer with proper allowance for pipe bedding. D. All trench work shall comply with OSHA Standards and the Trench Safety Act of 1990. with latest revisions. E. Piping shall be installed in a dry trench. F. When acceptable material is encountered in the trench, the bottom shall be excavated and graded to the depth required so as to provide a uniform and continuous bearing and support for the pipe on solid and undisturbed ground at every point between bell holes. G. Bell holes shall be provided at each joint to permit the joint to be made properly. At no time shall the bells support the pipe when in the trench. H. When muck or other deleterious materials is encountered in the trench, it shall be completely removed for the width of the trench at the pipe and to a depth where acceptable material is encountered. After removal of all muck or other deleterious material, the trench shall be backfilled with bedding material to the bottom of pipe grade. See City of Okeechobee Standards for additional requirements. 3.07 MAINTENANCE OF EXCAVATION A. The excavation shall be maintained at a dry condition at all times. B. All side slopes shall be such that material will not slide into the bottom of the excavation and any material doing so shall be immediately removed. Trench side slopes shall be in accordance with local codes, OSHA requirements, and the Trench Safety Act. C. All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Hydrants under pressure, valve pit covers, valve boxes, curb stop boxes, fire and police call boxes, or other utility controls shall be left unobstructed and accessible until the work is completed. D. Trees, shrubbery, fences, poles, bollards and all other property and surface structures shall be protected unless their removal is shown on the drawings or authorized by the Engineer. When it is necessary to cut roots and tree branches, such cutting shall be done under the supervision and direction of the Engineer. 02200 - 6 E. The attention of the Contractor is drawn to the fact that during excavation at the project site, the possibility exists of the Contractor encountering various utilities (water, chemical, electrical, gas, or other) not shown on the drawings. The Contractor shall exercise extreme care before and during excavation to locate and flag these lines so as to avoid damage to the existing lines. Should damage occur to an existing line, the Contractor shall repair the line at no cost to the Owner. F. It is the responsibility of the Contractor to ensure that all utility or other poles, the stability of which may be endangered by the close proximity of excavation, are temporarily stayed in position while the work proceeds in the vicinity of the pole and that the utility or other companies concerned be given reasonable advance notice of any such excavation by the Contractor. 3.08 BACKFILL UNDER STRUCTURES AND PAVEMENT AREAS A. Backfilling of excavated areas under, around or over building and structural appurtenances and pavement, concrete or pavers shall be performed with clean fill materials which are free of debris, organics, trash or other deleterious substances. Suitable compaction equipment shall be used to obtain density described previously for entire depth of backfilling. Each layer of backfill under structures, pavements, and pavers shall be compacted to a minimum of 98% density as determined by a modified proctor in accordance with ASTM D-1557. Each layer of compacted backfill shall not exceed 12 inches in thickness. If hand-held compaction equipment is used, reduce the loose lift thickness to 6 inches. The completed, compacted surface shall be at the proper final subgrade elevation. B. Verify that the specified density extends to 12 inches below the bottom of the structure or pavement base course to be installed. 3.09 TRENCH BACKFILLING A. Haunch Backfill: Carefully place Pipe Bedding material so as not to damage the pipe in maximum 6 inch loose lifts and compact to the pipe centerline. Use hand-held compaction equipment. B. Pipe Zone: Backfill with Pipe Bedding material in maximum 12 inch loose lifts and compact to a point 12 inches above the pipe crown. C. Under Pavement/Concrete/Paver Areas, and Structures: In areas where backfill settlement must be held to a minimum, backfill above the pipe zone with Pipe bedding material in maximum 12 inch loose lifts and compact to a minimum 98% maximum dry density (ASTM D1557) up to the subgrade elevation. Backfilling and compaction within the FDOT Rights of Way shall be in accordance with the FDOT Standard Specifications for Road and Bridge 02200 - 7 Construction, latest edition. D. Outside Pavement/Concrete/Paver Areas: In areas where backfill settlement is not critical, backfill above the pipe zone with earthfill material to a density equal to or greater than the soil adjacent to the pipe trench, but not less than 90% of the maximum dry density (ASTM D1557), to final grade. E. No material shall be used for backfill which contains muck or other deleterious material or material with an excessive void content. All backfill shall be composed of select clean granular material. F. All trenches and excavation shall be backfilled immediately after all pipe and joints have been investigated and approved by the Engineer or Utility Department, subject to satisfactory pressure and leakage test results, as required. G. Backfill, in general, shall be kept up with the rate of pipe laying. No more than 200 feet of pipe trench shall be open at one time at any one project location. H. See City of Okeechobee Standards for additional requirements. 3.10 BACKFILL AROUND STRUCTURES A. Obtain Engineer's acceptance of concrete work and attained concrete strength prior to backfilling. B. Backfill with Structural Backfill material placed in maximum 12 inch loose lifts and compacted to a minimum 98% of maximum dry density (ASTM D 1557). C. Compact backfill adjacent to structures with equipment that will not damage the structure. D. Backfill with flowable fill or other material shall be only if reviewed and approved by the Engineer. 3.11 SITE GRADING A. Fill and contour site areas with Earthfill material to elevations shown and as required to prepare the site for landscape grading and sodding. B. Place materials in maximum 12 inch loose lifts and compact as required to limit subsequent settlement. 02200 - 8 3.12 COMPACTION TESTING A. In-situ compaction testing shall be performed by a certified laboratory. B. Compaction testing shall be done by nuclear density equipment or other approved methods. (ASTM D-2937, D-1557, D-6938) C. Density testing shall be performed as follows: 1 . Pipe Trenches: 1 test per lift per 100 feet of pipe. 2. Fill Under/Around Structures: 1 test per lift under each structure or 1 backfill test per lift per drainage or sanitary structure installed. 3. Fill Under Pavement Areas: 1 test per lift per 2,000 square feet of compacted surface area. D. Test results in a specific location are only representative of a larger area if the contractor has used consistent compaction means and methods and the soils are practically uniform throughout. If it is determined by the Owner/Engineer that there are variations in the compaction methods and/or soil uniformity, additional testing may be required. 3.13 FINAL AND FINISH GRADING A. Using clean topsoil, perform all final and finish grading in all yard and planting areas indicated on drawings. Topsoil shall be placed to a minimum of 4" thickness, rototilled to a minimum depth of 8", leveled and finish graded in all areas. No pavement base course material or broken asphalt will be allowed as topsoil materials in landscaping areas. B. Final grading shall be performed and grades shaped to finished elevations indicated. Finish grades (top of the soil) shall be approximately 1-1/2" below edges of pathways, curbs and other paved or concrete slabs. After sod installation, the top of the sod shall not be more than 1/2" below or shall be flush with the grade established by any adjacent paved or curbed surface. C. The Contractor shall verify that all finish subgrades are correct prior to beginning installation of sod and planting materials. Upon completion of the project work, the Contractor shall prepare "record drawings" verifying that all finish grades are in accordance with the contract documents and shall submit same to the Engineer for review and acceptance prior to requesting final inspection of the project. The "record drawings" shall be prepared by a surveyor registered in the State of Florida. D. Upon project completion, all areas of site within immediate construction and adjacent areas shall be completely cleaned of all debris occasioned by this 02200 - 9 construction of this construction. Particular attention is called to any cement, mortar, masonry drippings and plaster which shall be completely removed from planting and lawn areas and shall be disposed of off site. E. All areas adjacent to site and all areas not within contract construction areas shall be left in reasonably same condition as they were found prior to commencement of construction. F. Any damage to the existing adjacent facilities including adjacent lakes or roads, and related areas such as, but not limited to, finish grades, slopes, grass sod, structures, pipe, etc. shall be repaired and restored to a proper and appropriate condition acceptable to the Owner and Engineer. 3.14 EXCESS MATERIAL A. Remove all excess suitable material from the site and dispose of at Contractor's expense. B. Unsuitable materials shall also be removed and disposed of off-site at Contractor's expense. END OF SECTION 02200 - 10 SECTION 02270 EROSION AND SEDIMENTATION CONTROL PART 1 - GENERAL 1.01 DESCRIPTION The work specified in this Section co nsists co sists of measures required to control erosion on the project and in areas outside the project area where work is accomplished in conjunction with the project, so as to prevent pollution of water, detrimental effects of public or private property adjacent to the project area and damage to work on the project. These measures will consist of construction and maintenance of temporary erosion control features or, where practical, the construction and maintenance of permanent erosion control features. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 02485 — Grassing C. Section 01060 — Regulatory Requirements 1.03 START OF WORK Do not start work until erosion control measures are in place. PART 2 - PRODUCTS 2.01 GENERAL 1 . No testing of materials used in construction of temporary erosion control features will be required. 2. Materials used for the construction of the temporary erosion and sedimentation control measures not to be incorporated into the completed project may be new or used. 02270 - 1 PART 3 - EXECUTION 3.01 GENERAL A. Construct temporary and permanent erosion and sediment control measures to prevent the pollution of adjacent water ways in conformance with the laws, rules and regulations of Federal, State and local agencies and the conditions. B. Temporary erosion control features shall consist of, but are not be limited to, temporary grassing, temporary sodding, temporary mulching, spoil containment pits, sandbagging, slope drains, sediment basins, artificial coverings, berms, baled hay or straw, floating silt barriers, staked silt barriers and staked silt fences. Design details for some of these items may be found in Chapter 6 of the Florida Land Development Manual: A Guide to Sound Land Water Management (Department of Environmental Regulation) or the Water Quality Section of the applicable edition of the FDOT Roadway and Traffic Design Standards. C. Incorporate permanent erosion control features into the project within seven (7) days of any construction activity. Correct conditions, using temporary measures, that develop during construction to control erosion prior to the time it is practical to construct permanent control features. D. The Contractor will be required to prepare, submit, and obtain a Notice of Intent (NOI) to use Generic Permit for Stormwater Discharge from the Florida Department of Environmental Protection which will include a Stormwater Pollution Prevention Plan (SWPPP) prepared by the Contractor as required by F.A.C. 62-621.300(4) and the Environmental Protection Agency (EPA) as part of the National Pollutant Discharge Elimination System (NPDES) prior to beginning work. 3.02 INSTALLATION A. Temporary Grassing: This work shall consist of furnishing and placing grass seed in accordance with Section 02485, Grassing. B. Baled Hay or Straw: 1 . This work shall consist of construction of baled hay or straw dams to protect against downstream accumulations of silt. The baled hay or straw dams shall be constructed in accordance with the details shown in FDOT's Roadway and Traffic Design Standards. 02270 - 2 2. The dam shall be placed so as to effectively control silt dispersion under conditions present on this project. Alternate solutions and usage of materials may be used if approved. C. Temporary Silt Fences and Staked Silt Barriers: This work shall consist of furnishing, installing, maintaining and removing staked turbidity barriers in accordance with the manufacturer's directions, these specifications, conditions of the project permits, and the details as shown in FDOT's Roadway and Traffic Design Standards. 3.03 REMOVAL OF TEMPORARY EROSION CONTROL FEATURES In general, remove or incorporate into the soil any temporary erosion control features existing at the time of construction of the permanent erosion control features in such a manner that there will be no detrimental effect. 3.04 MAINTENANCE OF EROSION CONTROL FEATURES A. General: Provide routine maintenance of permanent and temporary erosion control features until the project is completed and accepted. B. Maintenance of erosion control measures shall be in strict accordance with condition of the applicable NPDES and City of Okeechobee and requirements. 3.05 PROTECTION DURING SUSPENSION OF CONTRACT TIME In the event that it is necessary that the construction operations be suspended for any appreciable length of time, shape the top of the earthwork in such a manner as to permit runoff of rainwater and construct earth berms along the top edges of embankments to intercept runoff water. Should such preventive measures fail, immediately take such other action as necessary to effectively prevent erosion and siltation. END OF SECTION 02270 - 3 This page intentionally left blank 02270 - 4 SECTION 02485 GRASSING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK The Contractor shall furnish all labor, equipment, and materials necessary for grassing all areas disturbed by his operations and any other areas on the plans indicated to receive grassing. It is the intent of this specification that damaged areas are to be replaced in kind, with sod to be used for all maintained yard areas. Contractor shall take all steps practical to minimize the area required to be sodded. All grassing shall be in accordance with Section 570-1 through 570-5 of the FDOT Standard Specifications for Road and Bridge Construction, except as modified herein. 1.02 STORAGE OF MATERIALS The Contractor shall provide space for storage of sod prior to placement in a manner that will not endanger or restrict pedestrian or vehicular traffic or interfere with other aspects of the work. 1.03 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. PART 2 - PRODUCTS 2.01 SOD A. Types: Sod shall be St. Augustine Floratam, Argentine Bahia, Centipede, or Bermuda, depending on type of existing sod in adjacent area to be matched. Sod shall be well matted with roots. Where sodding will adjoin, or be in sufficiently close proximity to private lawns, types of sod other than those listed above may be used if desired by the affected property owners and approved by the Engineer. Sod shall be delivered in commercial-size rectangles, preferably 12-inch by 24-inch or larger. B. Condition: The sod shall be sufficiently thick to secure a dense stand of live grass. The sod shall be live, fresh, and uninjured at the time of planting. It shall have a soil mat of sufficient thickness adhering firmly to the roots to withstand all necessary handling. It shall be reasonably free 02485 - 1 of weeds and other grasses. It shall be planted as soon as possible after being dug and shall be kept moist from the time it is planted. 2.02 GRASSING EQUIPMENT A. Rollers: A cultipacker, traffic roller, or other suitable equipment will be required for rolling the grassed areas. PART 3 - EXECUTION 3.01 GENERAL CONSTRUCTION METHODS No grassing shall be done when the ground is unduly wet or otherwise not in a suitable condition. Whenever a suitable length of right-of-way, disturbed area, or other area has been graded, it shall be made ready, when directed by the Owner/Engineer, and grassed in accordance with these specifications. Grassing shall be incorporated into the project at the earliest practical time in the lift of the contract. 3.02 SODDING A. Preparation of Area to be Sodded: The ground which is to receive sod shall have been graded to proper elevations (2" below sodded grade) to match pre-construction conditions or proposed grades. All disturbed swales and ditches shall have been restored to their pre-construction condition or better. The pre-construction grade shall be maintained and the prepared soil shall be loose and reasonable smooth. It shall be reasonable free of large clods, roots, patches of existing grass, and other material which will interfere with the sod-laying operations or subsequent mowing and maintenance operations. B. Laying of Sod: Sod shall be installed in all areas so designated by Owner/Engineer. Sod shall be carefully placed so that each piece abuts flush to all surrounding sod, regardless of whether surrounding sod is new or existing. All sod joints shall be staggered. Where new sod is to be placed adjacent to existing sod, the new sod must be cut in to match the elevation of the existing sod. Uneven sod which might cause mowing problems will be rejected. New sod laid on top of existing sod will also be rejected. All sod placed on steep slopes (greater than 1:1) shall be pinned with a wooden pin to keep it in place. C. Rolling: Immediately after completion of the sod laying, the entire sodded area shall be rolled thoroughly with the equipment specified. At least two trips over the entire area will be required. 02485 - 2 li D. Watering: Newly-sodded areas are to be watered by Contractor as necessary to keep sod alive until the Contractor is closed out. Dead sod shall be replaced by Contractor prior to contract closeout. END OF SECTION 02485 - 3 This page left intentionally blank 02485 - 4 SECTION 02607 INLETS, MANHOLES, AND DRAINAGE PIPE PART 1 - GENERAL 1.01 WORK INCLUDED A. The work included in this section consists of installing inlets, drainage pipe and manhole structures for gravity and pressure pipe systems. Work shall adhere to all City of Okeechobee standards as applicable. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General and Supplementary Conditions and Division 1 Specification sections, apply to this section. B. C. Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. Referred to in this section as FDOT Standards. D. Section 02065— Demolition E. Section 02150 — Dewatering. F. Section 02200 — Earthwork, Excavation and Backfill. G. Section 03400 —Structural Precast Concrete H. Section 03300 —Cast-in-Place Concrete 1.03 REFERENCES A. Florida Department of Transportation — Standard Specifications for Road and Bridge Construction, latest edition. 1.04 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification sections. li B. Shop drawings for drainage pipe, inline check valves, precast concrete manholes, and other structures. Include frames, covers, and grates. 02607 - 1 C. Reports and calculations for design mixes for each class of cast-in-place concrete. 1.05 QUALITY ASSURANCE A. Environmental Agency Compliance: Comply with regulations pertaining to gravity sanitary systems. B. Utility Compliance: Comply with regulations pertaining to gravity sanitary systems including standards for water and other utilities where appropriate. 1.06 DELIVERY, STORAGE AND HANDLING A. Do not store plastic pipe, structures, or fittings in direct sunlight. B. Protect pipe, pipe fittings, and seals from dirt and damage. C. Handle precast concrete manholes, and other structures according to manufacturer's rigging instructions. 1.07 PROJECT CONDITIONS A. Site Information: Perform site review, research public utility records, and verify existing utility locations. B. Locate existing structures and piping to be closed, abandoned, removed, or tied into. C. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by the Owner or others except when permitted under the following conditions and then only after arranging to provide acceptable temporary utility services. 1. Notify Owner and Engineer not less than 48 hours in advance of proposed utility interruptions. 1.08 SEQUENCING AND SCHEDULING A. Coordinate with other utility work. PART 2 - PRODUCTS 2.01 PIPES AND FITTINGS All drainage pipes and fittings used in this project shall be: 02607 - 2 A. Reinforced-Concrete Pipe and Fittings: ASTM C76 (ASTM C76M), Class III, Wall B, for gasketed joints. 1 . Gaskets: ASTM C443 (ASTM C443M), rubber. B. Plastic Pipe: ASTM D3034, Type PSM, PVC material, SDR 26; bell and spigot style rubber ring sealed gasket joint. 1 . Fittings: PVC. 2. Joints: ASTM F477, elastomeric gaskets 2.02 MANHOLES All manholes, frames, covers, and concrete products used in this project shall be: A. ASTM C 478 (ASTM C 478M), precast, reinforced concrete, of depth indicated, with provision for rubber gasket joints. Design for structural loading in pavement areas. 1 . Base Section: 8 - inch minimum thickness for floor slab and 8 - inch minimum thickness for walls and base riser section, and having a separate base slab or base section with integral floor. See Plans for structure specific requirements and dimensions. 2. Riser Sections: 8 - inch minimum thickness, diameter as specified on plans, and lengths to provide depth indicated. See Plans for structure specific requirements and dimensions. 3. Top Section: Eccentric cone type, unless concentric cone or flat-slab-top type is indicated. Top of cone to be of size that matches grade rings. 4. Gaskets: ASTM C 443 (ASTM C 443M), rubber. 5. Pipe Connectors: ASTM C 923 (ASTM C 923M), resilient, of size required, for each pipe connecting to base section. B. Cast-in-Place Concrete Manholes, Special Structures: Construct of reinforced-concrete bottom, walls, and top, designed according to ASTM C 857 for loading. Include depth, shape, dimensions, and appurtenances indicated on the plans. 1 . Ballast: Increase thickness of concrete, as required to prevent floatation. C. Manhole Frames and Covers: As specified on plans. 02607 - 3 2.03 STORMWATER INLETS All stormwater inlets, frames and grates, and concrete products used in this project shall be: A. Precast Concrete Stormwater Inlets: precast, reinforced concrete, designed according to FDOT Standard Specifications and Indexes. Include depth, shape, and dimensions indicated, with provision for rubber gasket joints. B. Cast-in-Place Stormwater Inlets: Construct of reinforced concrete, designed according to FDOT Standard Specifications and Indexes for structural loading. Include depth, shape, dimensions, and appurtenances indicated. 1 . Bottom, Walls, and Top: Reinforced concrete. 2. Channels and Benches: Concrete. C. Frames and Grates: As specified on plans. 2.04 STORMWATER INTERCEPTOR STRUCTURES All stormwater interceptor structures, frames and covers, and concrete products used in this project shall be as specified in the project plans and specifications. 2.05 CONCRETE A. Portland cement concrete, Type II 4000 psi. 1 . Reinforcement Fabric: ASTM A 185, steel, welded wire fabric, plain. 2. Reinforcement Bars: ASTM A 615, Grade 60 (ASTM A 615M, Grade 40), deformed steel. PART 3 - EXECUTION 3.01 DRAINAGE PIPING APPLICATIONS A. General: Include watertight joints, except where soil tight or silt tight joints are indicated. 02607 - 4 B. Where PVC pipe is specified for storm drains, it shall be SDR-26 unless otherwise noted. 3.02 INSTALLATION, GENERAL A. General Locations and Arrangements: Drawings (plans and details) indicate the general location and arrangement of underground sewerage piping. Location and arrangement of piping layout take into account many design considerations. Install piping as indicated, to the extent practical. B. Install piping true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's recommendations for use of lubricants, cements, and other installation requirements. Maintain swab or drag in line and pull past each joint as it is completed. C. Use manholes as indicated on the plans. D. Install gravity-flow-systems piping at constant slope between points and elevations indicated. Install straight piping runs at constant slope, not less than that specified, where slope is not indicated. 3.03 PIPE JOINT CONSTRUCTION AND INSTALLATION A. General: Join and install pipe and fittings according to the manufacturer's instructions and applicable industry standards. 3.04 MANHOLE INSTALLATION A. General: Install manholes, complete with accessories, as indicated. B. Form continuous concrete channels and benches between inlets and outlet, where indicated. C. Set tops of frames and covers flush with finished surface where manholes occur in pavements, concrete, or pavers. Set tops 2 inches (76 mm) above finished surface elsewhere, except where otherwise indicated. D. Place precast concrete manhole sections as indicated. 1 . Provide rubber joint gasket complying with ASTM C 443 at joints of sections. E. Construct cast-in-place manholes as indicated. 02607 - 5 3.05 STORMWATER INLET AND INTERCEPTOR STRUCTURE INSTALLATION A. Construct stormwater inlets and interceptor structures to sizes and shapes indicated. B. Set frames and grates to elevations indicated. 3.06 CONCRETE PLACEMENT A. Place cast-in-place concrete according to ACI 318, ACI 350R. 3.07 FIELD QUALITY CONTROL A. Clear interior of piping and structures of dirt and superfluous material as the work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. 1 . Place plug in end of incomplete piping at end of day and whenever work stops. Reconnect to existing system as required to maintain drainage during construction. 2. Flush piping between manholes and other structures, to remove collected debris. 3. Pipes and structures designated to be cleaned and/or lined on the project drawings shall be cleaned in accordance with Section 02751 Preparatory Cleaning and Root Removal. B. Inspect interior of piping to determine whether line displacement or other damage has occurred. Inspect after approximately 24 inches of backfill is in place, and again at completion of the Project. C. Defects requiring correction include the following: 1. Alignment: Less than full diameter of inside of pipe is visual between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of a size not less than 95 percent of piping diameter. 3. Crushed, broken, cracked, or otherwise damaged piping. 4. Infiltration: Water leakage into piping greater than that allowed by Part E of this section. 02607 - 6 5. Exfiltration: Water leakage from or around piping greater than that allowed by Part E of this section. 6. Replace defective piping using new materials and repeat inspections until defects are within allowances specified. 7. Reinspect and repeat procedure until results are satisfactory. D. Test new piping systems and parts of existing systems that have been altered, extended, or repaired for leaks and defects. 1 . Do not enclose, cover, or put into service before inspection and approval. 2. Test completed piping systems according to authorities having jurisdiction. 3. Schedule tests, and their inspections by authorities having jurisdiction, with at least 24 hours' advance notice. 4. Submit separate reports for each test. E. Where authorities having jurisdiction do not have published procedures, perform tests as follows: 1 . Storm Drainage: Perform hydrostatic test and lamp the lines. a. Allowable leakage is a maximum of 50 gallons per inch nominal pipe size, for every mile of pipe, during a 24-hour period. b. Close openings in system and fill with water. c. Purge air and refill with water. d. Disconnect water supply. e. Test and inspect joints for leaks. 2. Manholes: Perform hydraulic test according to ASTM C 969 (ASTM C 969M). 3. Leaks constitute defects that must be repaired. 02607 - 7 4. Replace leaking piping using new materials and repeat testing until leakage is within allowances specified. F. Clean existing stormwater collection system within the project limits of all debris upon completion of the project. Debris from the project deposited in the collection system at locations downstream of the work shall also be removed. G. Existing system shall remain clear of debris during the project to facilitate the flow of stormwater. Contractor shall intermittently clear debris created by his work as required to maintain the free flow of stormwater through the system. END OF SECTION 02607 - 8 SECTION 03100 CONCRETE FORMWORK PART 1 — GENERAL 1.01 WORK INCLUDED A. Formwork for cast-in place concrete, with shoring, bracing, and anchorage. B. Openings for other work. C. Form accessories. D. Form stripping. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 03200 - Concrete Reinforcement C. Section 03300 - Cast-in-Place Concrete 1.03 REFERENCES A. ACI 301 - Structural Concrete for Buildings. B. ACI 318 - Building Code Requirements for Reinforced Concrete. C. ACI 347 - Recommended Practice for Concrete Formwork. D. PS 1 - Construction and Industrial Plywood. E. Florida Building Code 1.04 QUALITY ASSURANCE A. Perform Work in accordance with ACI 318. B. Maintain one copy of each document on site. 03100 - 1 1.05 REGULATORY REQUIREMENTS A. Conform to applicable code for design, fabrication, erection, and removal of formwork. 1.06 COORDINATION A. Coordinate this Section with other Sections of work which require attachment of components to formwork. B. Coordinate formwork with reinforcement installation to provide sufficient concrete cover over reinforcement. PART 2 — PRODUCTS 2.01 WOOD FORM MATERIALS A. Plywood Forms shall be APA approved "Structural plyform," or approved class I or class II with thickness required to support concrete at the rate at which it is poured. B. Steel Forms may be used in lieu of wood, at the project engineer's option. C. Wood framing shall be standard grade or better, Douglas Fir. 2.02 FORMWORK ACCESSORIES A. Wall Form Ties: Removable Snap-off type, 316 stainless steel, fixed length, cone type, with waterproofing rubber washer, 1-1/2 inch back break dimension, free of defects that could leave holes larger than 1-inch in concrete surface. B. Form Release Agent: Colorless mineral oil which will not stain concrete, or absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. C. Corners Chamfer, wood strip type; 3/4 x 3/4 inch size; maximum possible lengths. D. Nails, Spikes, Lag Bolts, Through Bolts, and Anchorages: Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. 03100 - 2 PART 3 — EXECUTION 3.01 EXAMINATION A. Verify lines, levels, and centers before proceeding with formwork. Ensure that dimensions agree with drawings. 3.02 EARTH FORMS A. Earth forms are not permitted except for thrust blocks. 3.03 ERECTION - FORMWORK A. Erect formwork, shoring, and bracing to achieve design requirements, in accordance with requirements of ACI 318. B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads. C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. D. Align joints and make watertight. Keep form joints to a minimum. E. Obtain approval before framing openings in structural members which are not indicated on Drawings. F. Provide chamfer strips on external corners of all exposed concrete elements. 3.04 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces will receive special finishes applied coverings which are affected by agent. Soak inside surfaces of untreated forms with clean water. D. Keep surfaces coated prior to placement of concrete. 03100 - 3 3.05 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items to be embedded in passing through concrete work. B. Locate and set in place items which will be cast directly into concrete. C. Coordinate with work of other sections in forming and placing openings, slots, regrets, recesses, sleeves, bolts, anchors, other inserts, and components of other Work. D. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. E. Install waterstops continuous without displacing reinforcement. Heat seal joints watertight. Conform to manufacturers recommendations. F. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. G. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.06 FORM CLEANING A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean formed cavities of debris prior to placing concrete. C. Use compressed air to remove remaining foreign matter. 3.07 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 318. B. Camber slabs and beams 1/4 inch per 10 feet in accordance with ACI 318. 3.08 FIELD QUALITY CONTROL A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. 03100 - 4 B. Do not reuse wood formwork more than three times for concrete surfaces to be exposed to view. 3.09 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. END OF SECTION 03100 - 5 This page intentionally left blank 03100 - 6 SECTION 03200 CONCRETE REINFORCEMENT PART 1 — GENERAL 1.01 WORK INCLUDED A. Reinforcing steel bars, wire fabric, and accessories for cast-in-place and precast concrete. 1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01300 - Submittals C. Section 03100 - Concrete Formwork D. Section 03300 - Cast-in-Place Concrete E. Section 03400 — Structural Precast Concrete 1.03 REFERENCES A. ACI 301 - Structural Concrete for Buildings. B. ACI 318 — Building Code Requirements for Reinforced Concrete C. ACI SP-66 - American Concrete Institute -Detailing Manual. D. FDOT Standard Specifications for Road & Bridge Construction. E. ANSI/ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. F. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement. G. ANSI/AWS D1.4 - Structural Welding Code for Reinforcing Steel. H. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. 03200 - 1 ASTM A704 - Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement. J. AWS D12.1 -Welding Reinforcement Steel, Metal Inserts, and Connections in Reinforced Concrete Construction. K. CRSI -Concrete Reinforcing Steel Institute -Manual of Practice. L. CRSI 63 -Recommended Practice For Placing Reinforcing Bars. M. CRSI 65- Recommended Practice For Placing Bar Supports, Specifications, and Nomenclature. N. Florida Building Code 1.04 SUBMITTALS A. Submit shop drawings under provisions set forth in the Division 1 Specifications. B. Shop Drawings: Indicate bar sizes, spacing, locations, and quantities of reinforcing steel and wire fabric, bending and cutting schedules, and supporting and spacing devices. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.05 QUALITY ASSURANCE A. Perform Work in accordance with ACI 318. B. Maintain one copy of document on site. 1.06 QUALIFICATIONS A. Welders' Certificates: Submit Manufacturer's Certificates, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months. 1.07 COORDINATION A. Coordinate with placement of formwork, formed openings, and other Work. 03200 - 2 PART 2 — PRODUCTS 2.01 REINFORCEMENT A. Reinforcing Steel: ASTM A615, 60-ksi yield grade; deformed billet steel bars, unfinished. B. Welded Steel Wire Fabric: ASTM A185 Plain Type; in flat sheets unfinished. 2.02 ACCESSORY MATERIALS A. Chairs, Bolsters, Bar Supports, and Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions including load bearing pad on bottom to prevent vapor barrier puncture. B. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather- exposed Concrete Surfaces: Plastic coated steel or stainless steel type; size and shape as required. 2.03 FABRICATION A. Fabricate concrete reinforcing in accordance with ACI 318. B. Locate reinforcing splices not indicated on drawings, at point of minimum stress. Review location of splices with Engineer. PART 3 — EXECUTION 3.01 PLACEMENT A. Place, support, and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Maintain concrete cover around reinforcing according to ACI-318 END OF SECTION 03200 - 3 This page intentionally left blank 03200 - 4 SECTION 03300 CAST-IN-PLACE CONCRETE PART I — GENERAL 1.01 NOTICE: Engineer shall be given 48 hours advance notice to all concrete placements and no concrete shall be placed without approval of Engineer. 1.02 WORK INCLUDED A. Cast-in-place concrete, foundations, slabs on grade, sidewalks and curbs. 1.03 RELATED SECTIONS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01410 — Testing Laboratory Services C. Section 03100 - Concrete Formwork D. Section 03200 - Concrete Reinforcement 1.04 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 318 - Building Code Requirements for Reinforced Concrete C. ASTM C33 - Concrete Aggregates. D. FDOT Standard Specifications for Road and Bridge Construction E. ASTM C94 - Ready-mixed Concrete. F. ASTM C150 - Portland cement. G. ASTM C260 - Air Entraining Admixtures for Concrete. H. ASTM C494 — Chemical Admixtures for Concrete I. ASTM C618 — Pozzolonic Materials. 03300 - 1 1.05 QUALITY ASSURANCE A. Perform Work: in accordance with ACI 301 and FDOT Standard Specifications. B. Obtain materials for same source throughout the Work. C. Submit manufacturer's certification that materials meet specification requirements. D. Submit ready-mix delivery tickets, ASTM C94-78. 1.06 TESTS A. Testing and analysis of concrete will be performed under provisions of this Section and other applicable Sections related to the testing of concrete. B. Submit proposed mix design of each class of concrete to Engineer for review prior to commencement of work in accordance with Submittal Section. Submittal shall include proposed location for each class of concrete. C. Independent Testing laboratory shall take cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Provide 5 cylinders per set. Test one at 3 days, one at 7 days, two at 28 days, and hold one. E. Slump tests shall be taken for every truck delivery and each set of test cylinders taken. F. In general, cylinders shall be taken for each concrete pour event, and every 50 cubic yards placed. G. All tests failing minimum specified criteria shall be billed to and paid for by the Contractor. 1.07 SUBMITTALS A. Submit product data for Fine and Coarse aggregates, admixtures, concrete mix design, joint devices, attachment accessories, and curing compounds. PART 2 — PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 -Type II Cement. 03300 - 2 B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean potable water. 2.02 ADMIXTURES A. Air Entrainment: ASTM C260. Use Darex II AEA or equal. B. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. C. Water-reducing admixture may be used and must meet ASTM C-494 as a Type A and Type D. Use WRDA 64 or equal. Add in accordance with ACI- 350. D. Use of calcium chloride is not permitted. E. Air entraining agent to normal weight concrete mix if used, shall not exceed 4%. F. Superplasticizers must meet all ASTM requirements and have compatibility test results with approved mix design. 2.03 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete to satisfy the following requirements 1. Compressive Strength (28 days): 3000 psi for sidewalks, curbs and thrust blocks, 5000 psi all other locations. 2. Water/Cement ratio maximum 0.48 without admixtures by weight. 3. Fly Ash Content: maximum 15% of cement content, Type F only. 4. Slump 4 ± 1 inch regular, 7-8 inch with superplasticizer, 6-8 inch pea rock pump mix. C. Use set-retarding admixtures during hot weather only when approved by Engineer. D. Air entraining agent may be considered in concrete mix, however, content must be kept to a minimum, and carefully monitored for addition to mix design. 03300 - 3 2.04 ACCESSORIES A. Vapor Barrier: 10 mil thick clear polyethylene film, type recommended for below-grade application. B. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. C. Water Stop (PVC): 4" x 3/16" water stop, Dumbell polyvinylchloride Greenstreak - Style 741 or approved equivalent. D. Water Stop (Other): Bentonite type strips Rx101, or applicable to condition, as manufactured by Volclay, or equal. E. Chairs, Bolsters, Bar Supports, and Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions including load bearing pad on bottom to prevent vapor barrier puncture. F. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather Exposed Concrete Surfaces: Plastic coated steel or Stainless steel type; size and shape as required. Do not use concrete or clay bricks to support reinforcing. G. Backing rod and sealant as indicated on drawings for construction joints. PART 3 — EXECUTION 3.01 INSPECTION A. Verify reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. B. Verify site dewatering conditions. All foundations shall be cast in the dry. C. Verify requirements for concrete cover over reinforcement. D. Clean forms of trash, wood, excess steel, and deleterious materials. 3.02 PREPARATION A. Install vapor barrier under all slabs, footings, and other concrete exposed to earth. Lap joints a minimum of 6 inches. Do not disturb or damage vapor barrier while placing concrete. Repair damaged vapor barrier. 03300 - 4 B. In locations where new concrete is dowelled to existing work, drill holes in existingconcrete, clean holes, insert steel dowels and epoxy in accordance p Y with manufacturer's installation instructions keeping theminimum embedment specified on drawings. C. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. 3.03 PLACING CONCRETE A. Notify Engineer and Owner's Representative minimum 48 hours prior to commencement of concreting operations. B. Place concrete in accordance with ACI 301 and FDOT Standard Specifications. C. Hot Weather Placement ACI 301. D. Cold Weather Placement ACI 301. E. Ensure reinforcement, inserts, embedded parts, formed joints are not 1 disturbed during concrete placement. F. Place concrete continuously between predetermined construction and control joints. Do not break or interrupt successive pours such that cold joints occur. G. Contractor shall be responsible for means and methods to ensure concrete is poured in a dry area. H. Contractor needs to use mechanical vibrating equipment for consolidating concrete and should have a minimum of (2) two operable vibrators on the job. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. J. Saw cut curb joints within 24 hours after placing. Use 3/16 inch thick blade, cut 1/4 of slab thickness. K. Screed floors level, maintaining surface flatness of maximum 1/4 inch in 10 ft. 3.04 FINISHING A. Provide formed concrete walls, columns, beams that will be left exposed with a smooth formed finish in accordance with ACI 301. Unexposed areas are to be finished with a rough form finish in accordance with ACI 301. 03300 - 5 B. Finish concrete floor surfaces in accordance with ACI 301 steel trowel finish. C. Finish exterior walking surfaces with light broom. D. Provide 3/4" chamfer on all exposed concrete edges unless otherwise specified. 3.05 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Water cure concrete surfaces in accordance with ACI 301 for 7 days or apply curing compound. C. Contractor shall use curing compounds for vertical surfaces. 3.06 PATCHING A. Notify Engineer immediately upon removal of forms. No surfaces are to be patched or backfilled prior to being reviewed by the Engineer. B. Patch imperfections as requested by the Engineer or his field representative in accordance with ACI 301 and FDOT Standard Specifications. C. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. 3.07 DEFECTIVE CONCRETE A. Modify or replace concrete not conforming to required levels, lines, details, elevations, dimensions, tolerances, or specified requirements. B. Repair or replace concrete not properly placed will be determined by the Engineer or Owner's Representative. C. Unless the removal of a defective slab is required by the Engineer, defective surfaces, such as honeycomb, shall be cut out entirely until homogeneous concrete is met, even if it means going through the slab. D. Such areas shall be coated with an approved epoxy bonding material, which shall be applied in accordance with the manufacturer's instruction, before damp packing the area with a mix consisting of one part of Portland cement and two parts of sand and fine gravel, epoxy and sand mix, or any combination of materials and mixes as the situation dictates in the opinion of the Engineer. 03300 - 6 E. The water content of the damp-pack material shall be such that a ball of the mix may be squeezed in the hand without bringing free water to the surface. F. Damp-pack material shall be tamped into place and finished to match adjacent concrete surfaces. G. Particular care shall be taken that no sagging of the material will occur. H. The bond between any two layers of damp-pack shall be improved through the use of an approved epoxy bond agent. Surfaces which have been damp-packed shall be kept continuously damp during and for a period of not less than seven days after completing the damp-pack operation, by polyethylene coverings thoroughly taped to the original concrete surface in a manner that loss of moisture, evidence by lack of water droplets on the inside surface of the polyethylene, is avoided. If this moisture condition cannot be maintained, a continuous water cure may be required by the Engineer. J. Under no circumstances shall Contractor apply a plaster coat over the honeycomb areas to conceal the existence of the honeycomb in the concrete. K. Neither Embeco nor calcium chloride shall be used for filling honeycomb areas, nor shall they be mixed with damp-pack material. L. Any concrete with excess air entraining agent will be rejected. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01410. B. Contractor will be required to contact Testing Lab to be present for concrete deliveries. C. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. END OF SECTION 03300 - 7 This page left intentionally blank 03300 - 8 SECTION 03400 STRUCTURAL PRECAST CONCRETE PART 1 - GENERAL 1.01 WORK INCLUDED A. Precast structures, manholes, and valve boxes. B. Connection and supporting devices. 1.02 REFERENCES A. ACI 301 - Structural Concrete for Buildings. B. ACI 318 - Building Code Requirements for Reinforced Concrete. C. ANSI/AWS D1.1 - Structural Welding Code. D. ANSI/AWS D1.4 - Structural Welding Code - Reinforcing Steel. E. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement. F. ANSI/ASTM A416 - Uncoated Seven-wire Stress-relieved Strand for Prestressed Concrete. G. ASTM A36 - Structural Steel. H. ASTM AI53 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. I. ASTM A615 - Deformed and Plain Billet-steel Bars for Concrete Reinforcement. J. ASTM C150 - Portland cement. K. PCI MNL-116 - Manual for Quality Control for Plants and Production of Precast and Prestressed Concrete Products. L. PCI MNL-120 - Design Handbook - Precast and Prestressed Concrete. M. UL - Underwriters Laboratories. 03400 - 1 1.03 RELATED SECTIONS SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including the General Conditions and Terms and Division 1 Specification sections, apply to this section. B. Section 01410 — Testing Laboratory Services C. Section 03200 - Concrete Reinforcement 1.04 SUBMITTALS A. Submit under provisions of the Division 1 Specifications, Section 01300 - Submittals. B. Shop Drawings: Indicate layout, unit locations, fabrication details, unit identification marks, reinforcement, connection details, support items, dimensions, openings, and relationship to adjacent materials. 1.05 QUALITY ASSURANCE A. Perform Work in accordance with the requirements of PCI MNL-116. 1.06 QUALIFICATIONS A. Fabricator: Company specializing in manufacturing the work of this section with minimum five years documented experience. B. Erector: Company specializing in erecting the work of this section with five years documented experience approved by manufacturer. C. Design precast concrete members under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of Florida. D. Welder: Qualified within previous 12 months in accordance with ANSI/AWS D1.1. 1.07 REGULATORY REQUIREMENTS A. Conform to ACI 318 and applicable local code for design load and construction requirements applicable to work of this Section. 1.08 PRE-INSTALLATION REQUIREMENTS A. Verify with Engineer any field cutting required for all openings. 03400 - 2 1.09 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle products to site. B. Handle precast members in position consistent with their shape and design. Lift and support only from approved and designated support points. C. Lifting or Handling Devices: Capable of supporting member in positions anticipated during manufacture, storage, transportation, and erection. D. Protect members to prevent staining, chipping, or spalling of concrete. E. Mark each member with date of production and final position in structure. PART 2 - PRODUCTS 2.01 MATERIALS A. Cement: Gray Portland, conforming to ASTM C150 Type II, 4,000 psi min. compressive strength. B. Aggregate, Sand, Water, and Admixtures: Determined by precast fabricator as appropriate to design requirements and PCI MNL-116. 2.02 REINFORCEMENT A. Reinforcing Steel: ASTM A615 Grade 60, deformed steel bars. B. Welded Steel Wire Fabric: ASTM A185 Plain Type flat sheets galvanized. 2.03 ACCESSORIES A. Connectingand Supporting Devices: ASTM A36 carbon steel Plate s, angles, pP 9 g , items cast into concrete or items connected to steel framing members, inserts, conforming to PCI MNL-123; unfinished. Do not paint surfaces in contact with concrete or surfaces requiring field welding. B. Grout: Non-shrink, Non-metallic, minimum yield strength of 7,000 psi at 28 days. C. Bolts, Nuts and Washers: High strength steel type recommended for structural steel joints. D. Prime Paint: Zinc-rich alkyd type. 03400 - 3 2.04 FABRICATION A. Fabrication procedure to conform to PCI MNL-116. B. Maintain plant records and quality control program during production of precast members. Make records available upon request. C. Ensure reinforcing steel, anchors, inserts, plates, angles, and other cast-in items are embedded and located as indicated on shop drawings. D. Tension reinforcement tendons as required to achieve design load criteria. E Provide required openings with a dimension larger than 8 inches and embed accessories provided by other Sections, at indicated locations. 2.05 FINISHES A. Ensure exposed-to-view finish surfaces of precast concrete members are uniform in color and appearance. B. Cure members under identical conditions to develop required concrete quality and minimize appearance blemishes such as non-uniformity, staining, or surface cracking. C. Provide 3/4" chamfer on all exposed concrete edges unless otherwise specified. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that site conditions are ready to receive work and field measurements are as shown on Drawings. 3.02 PREPARATION A. Prepare support equipment for the erection procedure, temporary bracing, and induced loads during erection. 3.03 ERECTION A. Erect members without damage to structural capacity, shape, or finish. Replace or repair damaged members. 03400 - 4 B. Align and maintain uniform horizontal and vertical joints as erection progresses. C. Maintain temporary bracing in place until final support is provided. 3.04 PROTECTION A. Protect structures from damage caused by erection operations. 3.05 CLEANING A. Clean weld marks, dirt, or blemishes from surface of exposed structures. 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