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HomeMy WebLinkAbout2008 Install Airfield Signage and Lightingi SEBASTIAN MUNICIPAL AIRPORT 202 AIRPORT DRIVE EAST — SEBASTIAN, FL 32958 PHONE 772-228-7001 -- FAX 772-228.7078 i ariffi n0citv0sebastian.ore PROJECT CERTIFICATION The undersigned, Joseph Griffin, Airport Director, City of Sebastian, certifies, that with respect to the project described below, the project has been completed in accordance with applicable plans and specifications and the project is accepted by the City Of Sebastian as suitable for the intended purpose. Financial Project Number: 412374-1-94-01 Project Description: Install Airfield Signage and Lighting Joseph Griffin, Airport Director City Of Sebastian Date: May 30, 2008 CrTYOF SIEMONN *AIEW HOME OF PELICAN ISLAND SEBASTIAN MUNICIPAL AIRPORT 202 AIRPORT DRIVE EAST — SEBASTIAN, FL 32958 PHONE 772-228-7001 —FAX 772-228-7078 i eriffin(a.citvofsebastian. ore NOTICE OF AWARD Runways 4-22 and 8-26 PAPI Construction September 13, 2007 Frank Pruitt, President H.L. Pruitt Corporation 501 Wade Street Winter Springs, FL 32708 Mr. Pruitt: You are hereby notified that on September 12. 2007 the Sebastian City Council awarded the Runways 4-22 and 8-26 PAPI Construction, project to your firm, in the amount of $218,950 as per the price negotiated by your firm and the City Of Sebastian You are required by the bidding documents to execute a Construction Services Aereement and furnish the required payment and performance bonds. You are required to record all Payment and Performance Bonds and provide the City with the recorded bond or receipt showing said recording. You are required to have delivered to the City of Sebastian the required payment and performance bonds and the executed agreement within ten (10) days from the receipt of this notice. You are required to complete contractors' license information for H.L. Pruitt, Inc., as well as all sub -contractors. You are also required to complete the required building departments permit application package, which includes a sub -contractor permit application, which must be completed for all sub -contractors. If you have any questions regarding any of these building permit forms, please contact Wayne Eseltine, Building Director, at 772-589-5537. We look forward to working with you on this project. If any questions arise during the process please feel free to contact the City Of Sebastian's Airport Director, Joe Griffin at 772-633-0151. City Manager Joe Griffin, Airport Director n r1 -: �, ��.; MOF EBAST HOME OF PELICAN ISLAND CITY OF SEBASTIAN MUNICIPAL AIRPORT RUNWAYS 4-22 AND 8-26 PAPI CONSTRUCTION SERVICE AGREEMENT TABLE OF CONTENTS CONSTRUCTION SERVICES AGREEMENT SECTION 01000 MOBILIZATION SECTION 01010 SUMMARY OF WORK SECTION 01040 PRJECT COORDINATION SECTION 01060 CONTROL OF EROSION, SILTATION AND POLLUTION SECTION 101095 NPDES PERMIT SECTION 01150 MEASUREMENT AND PAYMENT SECTION 01510 TEMPORARY FACILITIES SECTION 10600 SECTION 01700 CONTRACT CLOSEOUT SECTION 01710 CLEANING AND DISPOSAL SECTION 01720 PROJECT RECORD DOCUMENTS SECTION 01740 WARRANTIES AND BONDS ITEM L-108 UNDERGROUND POWER CABLE FOR AIRPORT ITEM L-109 AIRPORT TRANSFORMER VAULT AND VAULT EQUIPMENT ITEM L-I 10 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS ITEM L-125 INSTALLATION OF AIRPORT LIGHTING SYSTEMS ATTACHMENTS CONTRACTOR INFORMATION FORM DRUG FREE WORKPLACE FORM PUBLIC ENTITY FORM BID BOND BID SCHEDULE DESIGNATION OF SUBCONTRACTORS FLORIDA TRENCH SAFTY ACT REFERENCES INSURANCE CONSTRUCTION SERVICES AGREEMENT THIS AGREEMENT made this 24 day of Sept. 2007 by and between the CITY OF SEBASTIAN, a municipal corporation of the State of Florida, 1225 Main Street, Sebastian, Florida, 32958, ("City") and H.L. PruittCorporation, 501 Wade Street, Winter Springs, Florida, a Florida corporation authorized to do business in the State of Florida, ("Contractor.") WHEREAS, the City desires to engage a Florida licensed contractor who has special and unique competence and experience in providing airfield signage, lighting and electrical services, and provide other improvements necessary to complete the Project hereunder; and WHEREAS, the Contractor represents that it has such competence and experience in providing these services; and WHEREAS, the City in reliance on such representation has selected the Contractor in accordance with its procedure for selection of Contractor; and WHEREAS, the City and the Contractor desire to reduce to writing their understanding and agreements on such professional services. IT IS, THEREFORE, AGREED as follows: ARTICLE I - THE CONTRACTUAL RELATIONSHIP 1.0 Employment of Contractor The City hereby agrees that it may engage the Contractor and the Contractor hereby agrees to perform professional services for the City in accordance with this Agreement. This Agreement is not an exclusive agreement and the City may employ other contractors, professional or technical personnel to finish services for the City as the City in its sole discretion finds is in the public interest. The Agreement shall not be construed to create a contractual relationship of any kind between the City and the Subcontractor(s), or, between any person or firm other than the City and Contractor. The Contractor shall not sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or of his right, title of interest therein or his obligations thereunder, or moneys due or to become due under this Contract. 2.0 Agreement Documents The Agreement Documents (also called CONTRACT DOCUMENTS) consist of this Agreement, Supplemental Agreemem(s), Request for Bid Documents, Contract Proposal, Bond Forms, Plans and Technical Specifications, the Grant Agreement, Work Orders, Change Orders, Addenda if OON 2_1 Intent The Specifications are an integrated part of the Contract Documents and as such will not stand alone if used independently. The Specifications establish minimum standards of quality for this Project. They do not purport to cover all details entering into the design and construction of materials or equipment. The intent of the Agreement Documents is to set forth requirements of performance, type of equipment and structures, and standards of materials and construction. It is also intended to include all labor and materials, equipment, and transportation necessary for the proper execution of the Work, to require new material and equipment unless otherwise indicated, and to require complete performance of the Work in spite of omission of specific reference to any minor component part and to include all items necessary for the proper execution and completion of the Work by the Contractor. Performance by the Contractor shall be required only to the extent consistent with the Agreement Documents and reasonably inferable from them as being necessary to produce the intended results. 2.2 Entire and Sole Aereement Except as specifically stated herein, the Agreement Documents constitute the entire agreement between the parties and supersede all other agreements, representations, warranties, statements, promises, and understandings not specifically set forth in the Agreement Documents. Neither party has in any way relied, nor shall in any way rely, upon any oral or written agreements, representations, warranties, statements, promises or understandings not specifically set forth in the Agreement Documents. 2_3 Amendments The parties may modify this Agreement at any time by written agreement. Neither the Agreement Documents nor any term thereof may be changed, waived, discharged or terminated orally, except by an instrument in writing signed by the party against which enforcement of the change, waiver, discharge or termination is sought. 2.4 Construing Terms This Agreement shall not be construed against the party who drafted the same, as both parties have obtained experts of their choosing to review the legal and business adequacy of the same. 2.5 Governing Law and Waiver of Trial by Jury This Agreement shall be governed by the laws of the State of Florida, and any venue for any action pursuant to the Agreement Documents shall be in Indian River County, Florida. The parties hereto expressly waive trial by jury in any action to enforce or otherwise resolve any dispute arising hereunder. 2.6 Term This Agreement shall commence on the day it is executed by both parties and the term of the Agreement shall extend until the Project is complete unless terminated in accordance with the terms hereunder. 3.0 Definition of Terms 3.1 General Whenever the following terms appear in these Agreement Documents, their intent and meaning shall, unless specifically stated otherwise, be interpreted as shown. 3_2 Act Of God The words "Act of God" mean an earthquake, flood, hurricane (or other named tropical event), tornado or other cataclysmic phenomenon of nature. Rain, Wind or other natural phenomenon 2 CONSTRUCTION SERVICES AGREEMENT THIS AGREEMENT made this 24 day of Sept. 2007 by and between the CITY OF SEBASTIAN, a municipal corporation of the State of Florida, 1225 Main Street, Sebastian, Florida, 32958, ("City") and H.L. PruittCorporation, 501 Wade Street, Winter Springs, Florida, a Florida corporation authorized to do business in the State of Florida, ("Contractor.") WHEREAS, the City desires to engage a Florida licensed contractor who has special and unique competence and experience in providing airfield signage, lighting and electrical services, and provide other improvements necessary to complete the Project hereunder; and WHEREAS, the Contractor represents that it has such competence and experience in providing these services; and WHEREAS, the City in reliance on such representation has selected the Contractor in accordance with its procedure for selection of Contractor; and WHEREAS, the City and the Contractor desire to reduce to writing their understanding and agreements on such professional services. IT IS, THEREFORE, AGREED as follows: ARTICLE I - THE CONTRACTUAL RELATIONSHIP 1.0 Employment of Contractor The City hereby agrees that it may engage the Contractor and the Contractor hereby agrees to perform professional services for the City in accordance with this Agreement. This Agreement is not an exclusive agreement and the City may employ other contractors, professional or technical personnel to furnish services for the City as the City in its sole discretion finds is in the public interest. The Agreement shall not be construed to create a contractual relationship of any kind between the City and the Subcontractor(s), or, between any person or firm other than the City and Contractor. The Contractor shall not sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or of his right, title of interest therein or his obligations thereunder, or moneys due or to become due under this Contract. 2.0 Agreement Documents The Agreement Documents (also called CONTRACT DOCUMENTS) consist of this Agreement, Supplemental Agreement(s), Request for Bid Documents, Contract Proposal, Bond Forms, Plans and Technical Specifications, the Grant Agreement, Work Orders, Change Orders, Addenda if 2_1 Intent The Specifications are an integrated part of the Contract Documents and as such will not stand alone if used independently.. The Specifications establish minimum standards of quality for this Project. They do not purport to cover all details entering into the design and construction of materials or equipment. The intent of the Agreement Documents is to set forth requirements of performance, type of equipment and structures, and standards of materials and construction. It is also intended to include all labor and materials, equipment, and transportation necessary for the proper execution of the Work, to require new material and equipment unless otherwise indicated, and to require complete performance of the Work in spite of omission of specific reference to any minor component part and to include all items necessary for the proper execution and completion of the Work by the Contractor. Performance by the Contractor shall be required only to the extent consistent with the Agreement Documents and reasonably inferable from them as being necessary to produce the intended results. 2.2 Entire and Sole Aereement Except as specifically stated herein, the Agreement Documents constitute the entire agreement between the parties and supersede all other agreements, representations, warranties, statements, promises, and understandings not specifically set forth in the Agreement Documents. Neither party has m any way relied, nor shall in any way rely, upon any oral or written agreements, representations, warranties, statements, promises or understandings not specifically set forth in the Agreement Documents. 2_3 Amendments The parties may modify this Agreement at any time by written agreement. Neither the Agreement Documents nor any term thereof may be changed, waived, discharged or terminated orally, except by an instrument in writing signed by the party against which enforcement of the change, waiver, discharge or termination is sought. 2.4 Construine Terms This Agreement shall not be construed against the party who drafted the same, as both parties have obtained experts of their choosing to review the legal and business adequacy of the same. 2_5 Governine Law and Waiver of Trial by Jury This Agreement shall be governed by the laws of the State of Florida, and any venue for any action pursuant to the Agreement Documents shall be in Indian River County, Florida. The parties hereto expressly waive trial by jury in any action to enforce or otherwise resolve any dispute arising hereunder. 2.6 Term This Agreement shall commence on the day it is executed by both parties and the term of the Agreement shall extend until the Project is complete unless terminated in accordance with the terms hereunder. 3.0 Definition of Terms 3.1 General Whenever the following terms appear in these Agreement Documents, their intent and meaning shall, unless specifically stated otherwise, be interpreted as shown. 3_2 Act Of God The words "Act of God" mean an earthquake, flood, hurricane (or other named tropical event), tornado or other cataclysmic phenomenon of nature. Rain, Wind or other natural phenomenon AMN Aoftk (including tropical waves and depressions) of normal intensity for the locality shall not be construed as an Act of God. 3_3 ADDENDUM (Re: Bid Documents) A modification of the plans or other contract documents issued by the Owner and distributed to prospective bidders prior to the opening of bids. All Addenda shall be considered as part of the Contract Documents. 3_4 _ Agreement A written agreement between the Contractor and Owner defining in detail the work to be performed. The words Agreement and Contract, are one and the same. 3.5 _ A.S.T.M. Designation Wherever the letters "A.S.T.M." are used in the Specifications, it shall be understood as referring to the American Society for Testing Materials. When reference is made to a certain Designated Number of a specification or test as set out or given by the American Society for Testing Materials, it shall be understood to mean the current, up-to-date standard specification or tentative specification for that particular process, material or test as currently published by that group. 3_6 BID or PROPOSAL The bid or proposal is the written offer of a Bidder to perform work described by the contract documents when made out and submitted on the prescribed proposal form properly sealed and guaranteed. The bid or proposal shall be considered as part of the Contract Documents. 3.7 BID BOND or PROPOSAL GUARANTEE: Bidder shall submit a Bid Bond or Proposal Guarantee in the amount of 5% of the Base Bid, in the form of a Cashier's Check, Unconditional Irrevocable Letter of Credit drawn in favor of the City of Sebastian on a National Bank, or a bond from a surety company duly licensed in the State of Florida. 3.8 Bidder An individual, partnership, or corporation submitting a proposal for the work contemplated; acting directly or through a duly authorized representative. 3_9 _ Change Order A written order issued to the Contractor by the City and covering changes in the plans, specifications, or scope of work when the amount of work changed is not deemed sufficient to require a supplemental agreement, or adjustments in the Contract Price or Contract Time. 3.10 _ Contract Addendum A special written provision modifying or clarifying the terms and conditions of the Contract. The Contract Addendum shall be considered as part of the contract documents. 3.11 _ Contractor The word "Contractor" shall mean an individual, partnership, or corporation, and his, their or its heirs, executors, administrators, successors and assigns, or the lawful agent of any such individual, firm, partnership, covenant or corporation, or his, their or its surety under any contract bond, constituting one of the principals to the Contract and undertaking to perform the work herein. 3.12 Directed. Ordered. Aouroved & Etc. e� e0IN Wherever in the Agreement Document the words "directed", "ordered", "approved", "permitted", "acceptable", or words of similar import are used, it shall be understood that the direction, order, approval or acceptance of the Owner is intended unless otherwise stated. 3.13 _ Engineer A Professional Engineer duly licensed and registered in the State of Florida and designated by the City as Engineer. The City may designate a staff member as Engineer who is not licensed. 3.14 General Conditions The directions, provisions and requirements contained within the Agreement Documents, all describing the general manner of performing the Work including detailed technical requirements relative to labor, material equipment, and methods by which the Work is to be performed and prescribing the relationship between the City and the Contractor. 3.15 _ Inspector A duly authorized representative of the City assigned to make official inspections of the materials furnished and of the work performed by the Contractor. 3.16 _ Laboratory Any licensed and qualified laboratory designated by or acceptable to the Owner to perform necessary testing of materials. 3.17 _ Owner City of Sebastian 3.18 _ Performance and Payment Bonds Contractor shall submit bonds in the form prescribed by State Law, and generally as shown on sample forms herein, for Performance and Payment, each in the amount of 100% of the Contract Amount. 3.19 Plans The official, approved plans, including reproduction thereof, showing the location, character, dimensions and details of the work to be done. All shop drawings submitted by the Contractor shall be considered as part of the contract documents. 3.20 Proposal The proposal or bid is the written offer of a Bidder to perform the work described by the Contract Documents when made out and submitted on the prescribed proposal form, properly signed and guaranteed. The proposal or bid shall be considered as part of the contract documents. 3.21 Special Conditions Special clauses or provisions, supplemental to the Plans, Standard Specifications and other contract documents, setting forth conditions varying from or additional to the Standard Specifications for a specific project. 3.22 Specifications The directions, provisions, and requirements together with all written agreements made or to be made, setting forth or relating to the method and manner of performing the Work, or to the quantities and qualities of materials, labor and equipment to be furnished under the Agreement. 3.23 Subcontractor AWN OOMPA An individual, partnership or corporation supplying labor, equipment or materials under a direct contract with the contractor for work on the project site. Included is the one who supplies materials fabricated or formulated to a special design according to the plans and specifications for the particular project. 3.24 Simolemental Agreement A written understanding, or proposal and acceptance, executed between the City and the Contractor subsequent to execution of the Agreement herein with the written consent of the Contractor's Surety, relating to the work covered by the Agreement and clarifying or furthering the terms thereof. A modification to the Agreement shall be made by Contract Addendum. 3.25 Surety Surety is a corporation qualified to act as surety under the laws of Florida, who executes the Contractor's Performance and Payment Bonds and is bound with the Contractor for the acceptable performance of the contracted work and for the payment of all debts pertaining thereto. 3.26 WORK. (The) or PROJECT. (The) The public improvement contemplated in the Plans and Specifications called the Runways 4-22 and 8-26 PAPI Construction Project, and all actions necessary to construct the same. 3.27 Work Order Work orders are work instructions including specification and plans that show the location, character, dimensions and details to the work to be done. Work orders are specific instructions, of limited scope, that will be a part of this contract. Work orders shall be considered as part of the contract documents. ARTICLE II - PERFORMANCE 4.0 Plans, Specifications and Related Data 4.1 Intent of Plans and Specifications The intent of the Plans, Specifications, Work Orders and other Contract Documents is that the Contractor furnishes all labor and materials, equipment, supervision and transportation necessary for the proper execution of the Work unless specifically noted otherwise. The Contractor shall do all the work shown on the Plans and described in the Specifications and other Contract Documents and all incidental work considered necessary to substantially complete the Work ready for use, occupancy, or operation in a manner acceptable to the City. 4.2 _ Conflict In the event of any inconsistency, discrepancy or conflict between the Agreement, the Plans, Specifications, and other Contract Documents, calculated dimensions will govern over scaled dimensions; Technical Specifications shall govern over the general contract provisions, plans, and cited standards or FAA circulars; general contract provisions shall govern over plans, and cited standards or FAA circulars; and plans shall govern over cited standards or FAA circulars. 4.3 Discrepancies in Plans Any discrepancies found between the Plans and Specifications and site conditions, or any errors or omissions in the Plans or Specifications, shall be immediately reported to the Engineer and City. The Engineer shall promptly determine the validity and seriousness of the claimed condition and correct any such error or omission in writing, or otherwise direct Contractor. Any work done by the Contractor after his discovery of such discrepancies, errors or omissions shall be done at the Contractor's risk. /'N Any correction or errors or omissions in Plans and Specifications may be made by the Engineer when such correction is necessary for the proper fulfillment of their intention as construed by him. Where said correction of errors or omissions, except as provided in the next two (2) paragraphs below, adds to the amount of work to be done by the Contractor, compensation for said additional work shall be made under the Paragraph 10.7 CHANGES EV THE WORK below, except where the additional work may be classed under some item of work for which a unit price is included in the proposal. The fact that specific mention of any part of work is omitted in the Specifications, whether intentionally or otherwise, when the same is clearly shown or indicated on the Plans, or is usually and customarily required to complete fully such work as is specified herein, will not entitle the Contractor to consideration in the matter of any claim for extra compensation, but the said work must be installed or done the same as if called for by both the Plans and Specifications. All work indicated on the Plans and not mentioned in the Specifications or vice versa, and all work and material usual and necessary to make the Work complete in all its parts, whether or not they are indicated on the Plans or mentioned in the Specifications, shall be famished and executed the same as if they were called for by both the Plans and Specifications. The Contractor will not be allowed to take advantage of any errors or omissions in the Plans and Specifications. The Engineer will provide full information when errors or omissions are discovered. 4_4_ Drawings and Specifications at Job Site One (1) complete set of all Plans, Specifications, Work Orders, Addenda, Change Orders, Shop Drawings and samples shall be maintained at the job site, in good order and annotated to show all changes made during the construction process, and shall be available to the Engineer and City at all times. A final copy thereof, along with "as -built" record drawings, operations and maintenance manuals, and data sheets, shall be delivered to the Engineer upon the completion of the Work. 4.5 Dimensions Dimensions shown on the Plans will be used. Where the work of the Contractor is affected by finished dimensions, these shall be verified by the Contractor at site, and he shall assume the responsibility for their use. 4.6 SamDline and Testing Except as otherwise provided, sampling and testing of all materials, and the laboratory methods and testing equipment, required under the Specifications shall be in accordance with the latest standards or tenets of the American Society for Testing Materials. The testing of samples and materials shall be made at the expense of the Contractor, except where indicated otherwise. The Contractor shall furnish any required samples without charge. The Contractor shall be given sufficient notification of the placing of orders for materials to permit testing. As an exception to the above, when the Contractor represents a material or an item of work as meeting Specifications and under recognized test procedures it fails, any re -testing shall be at the Contractor's expense, billed at the Testing Laboratory's standard rate for individual tests. It is expected that all inspections and testing of materials and equipment will be done locally. If the Contractor desires that inspections for tests be made outside of the local area, all expenses, including per diem for the Engineer or Inspectors, shall be borne by the Contractor. 4.7 ShoD Drawings OWN 00**� The Contractor shall provide shop drawings, setting schedules and other drawings as may be necessary for the prosecution of the Work in the shop and in the field as required by the Plans and Specifications or Engineer's instructions. Deviations from the Plans and Specifications shall be called to the attention of the City at the time of the first submission of shop drawings and other drawings. The City's approval of any shop drawings shall not release the Contractor from responsibility for errors, corrections of details, or conformance with the Contract. Shop drawings shall be submitted according to the following schedule: (a) Three (3) copies shall be submitted to the City at least thirty (30) days before the materials indicated thereon are to be needed or earlier if required to prevent delay of work or to comply with subparagraph (b). (b) The City shall, within fourteen (14) days of the submittal of any shop drawings, return two (2) copies to the Contractor marked with any corrections and changes required and noting if the drawings are acceptable as noted, or if resubmittal is required. (c) The Contractor shall then correct the shop drawings to conform to the corrections and changes requested by the City and resubmit three (3) copies to the City. (d) Two (2) copies of Approved Shop Drawings shall be returned to the Contractor by the City. 4.8 Ouality of Eauinment and Materials In order to establish standards of quality, the Specifications may refer to certain products by name and catalog number. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design. The Contractor shall fiunish to the City a complete list of his proposed desired substitutions prior to the signing of the Contract, together with such engineering and catalog data as the City may require. Further substitutions may be submitted during the course of work in accordance with Paragraph 4.10 SUBSTITUTION OF EQUIPMENT AND/OR MATERIAL below. The Contractor shall abide by the City's judgment when proposed substitution of materials or items or equipment are judged to be unacceptable and shall ftunish the specified material or item of equipment in such case. All proposals for substitutions shall be submitted to the City in writing by the Contractor and 4.9 Eauinment ADDIoval Data The Contractor shall furnish one (1) copy of complete catalog data for every manufactured item of equipment and all components to be used in the Work, including specific performance data, material description, rating, capacity, material gauge or thickness, brand name, catalog number and general type. This submission shall be compiled by the Contractor and submitted to the City for review and written approval before any of the equipment is ordered. Each data sheet or catalog in the submission shall be indexed according to specification section and paragraph for easy reference. After written approval is received by the Contractor, submission shall become a part of the Contract and may not be deviated from except upon written approval of the City. ^%N AWN, Catalog data for equipment approved by the City does not in any case supersede the Contract Documents. The acceptance by the City shall not relieve the Contractor from responsibility for deviations from Plans or Specifications, unless he has called the City s attention, in writing, to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The Contractor shall check the work described by the catalog data with the Contract Documents for deviations and errors. It shall be the responsibility of the Contractor to insure that items to be furnished fit the space available. He shall make necessary field measurements to ascertain space requirements, including those for connections, and shall order such sizes and shapes of equipment that the field installation shall suit the true intent and meaning of the Plans and Specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in harmony with the intent of the Plans and Specifications, and to make all changes in the Work required by the different arrangement of connections at his own expense. 4.10 Substitution of Eauinment and/or Material After the execution of the Contract Agreement, the substitution of equipment and/or material for that specified will be considered if: (a) The equipment and/or materials proposed for substitution is determined by the City to be equal or superior to that specified in the Contract; (b) Unless determined to be of superior quality, the equipment and/or material proposed for substitution is less expensive than that specified and that such savings to the City, as proposed by the Contractor, are submitted with the request for substitution. If the substitution is approved, the Contract price shall be reduced accordingly; and (c) The equipment and/or material proposed for substitution is readily available and its delivery and use, if approved as a substitution, will not delay the scheduled start and completion of the specified work for which it is intended or the scheduled completion of the entire work to be completed under the contract. No request will be considered unless submitted in writing to the City and approval by the City must also be in writing. To receive consideration, requests for substitutions must be accompanied by documentary proof of the actual difference in cost to the Contractor in the form of quotations to the contractor covering the original equipment and/or material, and also equipment and/or material proposed for substitution or other proof satisfactory to the City. It is the intention that the City shall receive the full benefit of the saving in cost involved in any substitution unless the item is substituted for one designated in the Specifications by specific manufacturer's name and type, in which case one-third of the savings shall accrue to the benefit of the Contractor. In all cases, the burden of proving adequate proof that the equipment and/or material offered for substitution is equal or superior in construction and/or efficiency to that named in the Contract shall rest on the Contractor and the proof will be submitted to the City. Request for substitution of equipment and/or material which the Contractor cannot prove to the satisfaction of the City, at its sole discretion and judgment, to be equal or superior in construction and/or efficiency to that named in the Contract will not be approved. 5.0 Materials and Workmanship 5_1 Materials Furnished By the Contractor AWN 0004, All materials and equipment used in the Work shall meet the requirements of the respective Specifications, and shall not be used until it has been approved in writing by the City. Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and additional features of the item are specifically required by the specifications, the additional features specified shall be provided whether or not they are normally included in the standard manufacturer's item listed. Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and the specified item becomes obsolete and is no longer available, the Contractor shall provide a substitute item of equal quality and performance which is acceptable to the Engineer and City and is currently available, at no increase in Contract price. 5.2 Storage of Materials Materials and equipment shall be stored so as to incur the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wooden platforms or other hard clean surfaces, and not on the ground, and/or they shall be placed under cover. Stored materials and equipment shall be located so as to facilitate prompt inspection. Private property zoned for, or adjacent to land zoned for, residential uses shall not be utilized for storage purposes. 5.3 Reiected Work and Material Any materials, equipment or work which does not satisfactorily meet the Specifications may be condemned by the Engineer or City by giving a written notice to the Contractor. All condemned materials, equipment or work shall be promptly taken out and replaced. All materials and equipment which do not conform to the requirements of the Contract Documents, are not equal to samples approved by the Engineer and City, or are in any way unsatisfactory or unsuited to the purpose for which they are intended, shall be rejected. Any defective work whether the result of poor workmanship, use of defective materials, damaged through carelessness or from other cause shall be removed within ten (10) days after written notice is given by the City, and the work shall be re -executed by the Contractor. The fact that the Engineer or the City may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Should the Contractor fail to remove rejected work or materials within ten (10) days after written notice to do so, the City may remove them and may store the materials and equipment. Satisfaction of warranty work after final payment shall be in accordance with Paragraph 10.15. 5.4 Manufacturer's Direction Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the manufacturer unless herein specified to the contrary. 5.5 Skill and Character of Workmen All workmen must have sufficient knowledge, skill and experience to perform properly the work assigned to them. Any foreman or workman employed by the Contractor or subcontractors who, in the opinion of the Engineer or the City does not perform his work in a skillful manner, or appears to be incompetent or to act in a disorderly or intemperate manner shall, at the written request of the City, be discharged immediately and shall not be employed again in any portion of the Work without the approval of the City. The Contractor shall at all times be responsible for the conduct and discipline of his employees and/or any subcontractor or persons employed by subcontractors. 5.6 Cutting and Patching 0 The Contractor shall do all necessary cutting and patching of the Work that may be required to properly receive the work of the various trades or as required by the Plans and Specifications to complete the Work. He shall restore all such cut or patched work as directed by the Engineer or the City. Cutting of existing structures that could endanger the Work, adjacent property, workmen or the public shall not be done unless approved by the Engineer and under his surveillance. 5.7 Cleaning Up The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by his employees or work. At the completion of the Work, he shall remove all his rubbish, tools, scaffolding and surplus materials and shall leave his work "broom clean" or its equivalent, unless more exactly specified, and shall insure that all debris and other unsightly objects are removed and disposed of in a satisfactory manner. At no additional expense to the City, the Contractor will restore to their original conditions or better, as nearly as practicable, those portions of the site not designated for alteration and all such property, structure, utilities, landscaping, etc., disturbed or damaged during the prosecution of the Work. Final payment will be withheld until such clean up and repairs are completed The Work will be considered complete only after all debris and unused material due to or connected with the Work have been removed and the surrounding area left in a condition satisfactory to the City. In the event the City finds that the Contractor has not complied in keeping the job site clean, the City may, after twenty-four (24) hours written notice to the Contractor to correct the situation, elect to have the job site cleaned by an independent labor force. The cost of cleaning by said independent labor force shall be deducted from moneys due the Contractor. 5.8 Citv's Ownership of Materials Any and all materials, whether structural or natural, found within the limits of the project remain the property of the City unless City ownership is specifically conveyed to the Contractor. All material, equipment and work become the sole property of the City as installed These provisions shall not be construed as relieving the Contractor from the sole responsibility for all materials and work for which payments have been made, for the restoration of damaged work, or as a waiver of right of the City to require the fulfillment of all the terms of the Contract. 5_9 Guarantee The Contractor shall warrant all equipment furnished and work performed by him for a period of one (1) year from the date of final written acceptance of the Work by City. Satisfaction of warranty work after final payment shall be as per Paragraph 10.15. All equipment and material warranties or guarantees shall be drawn in favor of the City and the originals thereof famished to the Engineer for review and acceptance prior to final payment. Such guarantee shall in no way limit or relieve the Contractor of liability from subsequent claims of beach of contract due to substandard materials or workmanship, nor shall such warranty period shorten the statute of limitations for bringing a breach of contract or other action based upon any such deficiencies. 6.0 Construction Staking To Be Performed By Contractor 6.1 Personnel. Eauioment and Record Reouirements Adequate field notes and records shall be available for review by the City and Engineer as the Work progresses and copies shall be available if necessary. Any inspection or checking of the Contractor's field notes or layout work by the City and the acceptance of all or any part thereof, 10 shall not relieve the Contractor of his responsibility to achieve the lines, grades and dimensions shown in the Plans and Specifications. Prior to final acceptance of the project, the Contractor shall mark in a permanent manner on the surface of the completed Work all control points shown on the Plans. 6.2 Control Points Furnished By the Citv The City will provide boundary or other control points and bench marks as shown on the Plans as "Contractor's Survey Control Point", if any is provided The Contractor shall be responsible for all survey control of his work during construction. The Contractor shall preserve all reference points and benchmarks famished by the City. 6.3 Furnishing of Stake Materials The Contractor shall famish all stakes, templates and other materials necessary for establishing and maintaining the lines and grades necessary for control and construction of the Work. 6.4 Lavout of Work Utilizing the control points famished by the City in accordance with Paragraph 6.2, the Contractor shall establish all horizontal and vertical controls necessary to construct the Work in conformance with the Plans and Specifications. The Work shall include performing all calculations required and setting all stakes needed such as grade stakes, offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to provide lines and grades for construction of all roadway, bridge and miscellaneous items. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and famished to the Engineer with the record drawings for the Project. 6.5 Snecifmc Staking Requirements Stakes to establish lines and grades shall be set at appropriate intervals to assure that the Project is constructed to meet the lines and grades shown on the Plans. For bridge construction stakes and other control, references shall be set at sufficiently frequent intervals to assure that all components of a structure are constructed in accordance with the lines and grades shown in the Plans. 6.6 Pavment The cost of performing layout work as described above shall be included in the contract prices for the various items of work to which it is incidental. 6.7 Coordination with City The City's recorded subdivision plats shall be considered correct. The distance, bearing and curve information provided shall be used by the Contractor's surveyor to establish alignment throughout construction. All surveying activities will be coordinated with the City's surveyor as needed for proper completion of all work on the site. Primary control monuments, originally set by the City, that are disturbed or destroyed during construction, shall be accurately replaced by the Contractor's surveyor to the satisfaction of the City's surveyor. 6.8 Location of Existing Utilities and Piping All existing underground utilities, such as telephone, cable television and electrical cables must be located by the Contractor prior to starting work. The Contractor shall contact the Utilities at least 11 48 hours prior to commencing any work within the project area. There may be other utilities within the project area. The cost of substantiating the location of utilities shall be home by the Contractor and included in the bid price. The Contractor shall be responsible for the repair and/or replacement of utilities, which he damages during the course of construction. Utilities deemed to require relocation shall be identified by the Contractor prior to commencing work. The Contractor shall notice the City of the conflict and seek direction from the City prior to proceeding with work. Directions from the City may be to proceed despite conflict, place work order on hold and commence work at a different location, or relocate utilities under separate contract with the utility or a change order to be directed by the City. City reserves the right to authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility service of another governmental agency, at any time during the progress of the work. To the extent that such construction, reconstruction, or maintenance has been coordinated with the City, such authorized work is indicated on the 'plans. Except as indicated on the plans or contract documents, the Contractor shall not permit any individual, firm or corporation to excavate or otherwise disturb the utility service or facilities located within the limits of the work without written permission of the Engineer. Should the owner of a utility or facility be authorized to perform construction, reconstruction, or maintenance as per this section, during the progress of the work, the Contractor shall cooperate with such owners in arranging and performing the work in this contract so as to facilitate such construction, reconstruction, or maintenance by others whether or not such work by others is indicated on the drawings. When ordered as extra work by the Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the contract, plans or specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from the same. 7.0 Progress and Completion of Work 7.1 Contractor's Oblieation Contractor shall, supervise and direct the Work, using Contractor's best skill and attention. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, unless the Contract Documents give other specific instructions concerning these matters. Unless otherwise provided in the Contract Documents, Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Unless otherwise provided in the Contract Documents, Contractor shall pay all sales, use and other similar taxes. Contractor shall enforce strict discipline and good order among Contractor's employees and other persons carrying out the Work. Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 12 AWN Contractor currently holds and shall maintain at all times during the term of this Contract all required federal, state and local licenses necessary to perform the Work required under the Contract Documents. Contractor shall be responsible to the City for the acts and omissions of Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with Contractor. Contractor shall indemnify, defend and hold City harmless from all claims arising out of or related to its performance of the Work except for acts arising solely from the active negligence of the City. 7_2 Start of Construction The Contractor shall commence work on the date specified in the Notice to Proceed subsequently issued by the City, or as specifically noted in any Contract Addendum. However, in no case shall the Contractor commence work until the City has been furnished and acknowledges receipt of the Contractor's Certificates of Insurance and a properly executed performance and payment bond as required. 7.3 Contract Time The contractor shall complete, in an acceptable manner, all of the Work in 120 days, subject to any Addenda or Change Orders hereto. 7.4 Schedule of Completion The Contractor's schedules are subject to the approval of the City, which shall .not be unreasonably withheld, and shall reflect a logical sequence of the various components of work and the anticipated rates of production necessary to complete the Work on or before the completion date. Said schedules shall be submitted within ten (10) days of the execution of the agreement by the City except when requested otherwise and shall be updated and resubmitted to the City on the twenty-fifth (2 5th) day of every month with the Contractor's pay request. 7.5 Coordination of Construction: Preconstmction Conference The Contractor shall coordinate his work with other contractors, the City and utilities to assure orderly and expeditious progress of work. The City shall hold a pre -construction conference at Sebastian City Hall at a time and date mutually agreed upon with the Contractor after the Contract has been awarded and fully executed. 7.6 Property of Others A. Public Ownership The Contractor shall be responsible for the preservation of all public property, trees, monuments, etc., along and adjacent to the street and/or right-of-way, and shall use every precaution necessary to prevent damage or injury thereto. He shall use suitable precautions to prevent damage to pipes, conduits and other underground structures, and shall protect carefully from disturbance or damage all monuments and property marks until a land surveyor has witnessed or otherwise referenced their location and shall not remove them until so directed by the Engineer in writing. The City shall remove and relocate all traffic control signs as required. B. Private Ownership Mail and newspaper boxes, sprinkler systems, ornamental shrubs, lawn ornaments, house numbers, fences, etc. may be removed and relocated by the property owners. The City will not remove, relocate, or re -install mail boxes, sprinkler systems, ornamental shrubs, etc. belonging to a private property owner. However, should such items not be removed or relocated by the start of construction, the Contractor shall remove the objects, in a manner which does not damage or 13 Alft% ^ injure the objects at no extra cost to the City, which interfere with the construction of the Project and place them on the property owner's front lawn just outside the project limits. Otherwise, the Contractor shall not enter upon private property for any purpose without obtaining permission from the property Owner thereof. Where extensive intrusions upon private property are required for construction, the City and Contractor shall cooperate to obtain Temporary Construction Easements from the landowner. 7.7 Protection of Existing Utilities and Facilities All utilities and all structures of any nature, whether below or above ground, that may be affected by the Work but are not required to be disturbed or relocated by the very nature of the project, shall be protected and maintained by the Contractor and shall not be disturbed or damaged by him during the progress of the Work; provided that, should the Contractor disturb, disconnect or damage any utility or any structure, all expenses of whatever nature arising from such disturbance or the replacement or repair and testing thereof shall be borne by the Contractor. 7.8 Crossins Public Facilities When new construction crosses highways, railroads, streets or similar public facilities under the jurisdiction of state, county, city, or other public agency or private entity, the City through the Engineer shall secure written permission prior to the commencement of construction of such crossing. The Contractor will be required to furnish evidence of compliance with conditions of the permit from the proper authority before final acceptance of the Work by City. Road closures are governed by Paragraph 8.3 below. 7.9 Changes in the Work The City may order changes in the Work through additions, deletions or modifications without invalidating the Contract; however, any change in the scope of work or substitution of materials shall require the written approval of the City. Compensation and time of completion affected by the change shall be adjusted at the time of ordering such change. New And unforeseen items of work found to be necessary and which cannot be covered by any item or combination of items for which there is a contract price shall be classed as changes in the Work. The Contractor shall do such changes in the Work and furnish such materials, labor and equipment as may be required for the proper completion of construction of the work contemplated. In the absence of such written order, no claim for changes in the Work shall be considered. Changes in the Work shall be performed in accordance with the Specifications where applicable and work not covered by the specifications or special provisions shall be done in accordance with specifications issued for this purpose. Changes in the Work required in an emergency to protect life and property shall be performed by the Contractor as required. 7.10 Extension of Contract Time No extension of time shall be valid unless given in writing by the City. No monetary compensation shall be given for such delay. A delay beyond the Contractor's control occasioned by an "Act of God" may entitle the Contractor to an extension of time in which to complete the Work as determined by the City provided, however, the Contractor shall immediately give written notice to the City of the cause of such delay. "Rain day" extensions shall be granted upon written request of the Contractor to the City's project Manager when said Project Manager determines that weather conditions make it counterproductive to work on said days. "Rain day" requests must be submitted at the end of each work week or be waived, and the cumulative `rain day" extensions granted shall be processed as a Change Order with each pay submittal. 14 .\ ^ In the event that the City suspends the Work as provided in Paragraph 9.3, the Contractor shall be granted an extension of time to complete the Work for as many calendar days as the Work was suspended; except, however, that the Contractor will not be granted an extension of time to complete the Work if the suspension was caused by a fault of the Contractor. 7.11 Correction of Work Contractor shall, at no cost to the City, promptly correct Work failing to conform to requirements of the Contract Documents, whether observed before or after completion of the Work and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of one (1) year from the date of completion of the Work or by the terms of an applicable special warranty required by the Contract Documents. The provisions of this Paragraph apply to the Work done by Subcontractors as well as to the Work done by direct employees of Contractor. Nothing contained in this Paragraph shall be construed to establish a period of limitation with respect to other obligations, which Contractor might have under the Contract Documents. Establishment of the time period of one (1) year as described in Subparagraph 7.11(a) above relates only to the specific obligation of Contractor to correct the Work, and has no effect on the time within which the obligations of the Contract Documents may be enforced, nor to the time within which proceedings may be commenced to establish Contractor's liability with respect to Contractor's remaining contractual obligations. 7.12 Liuidated Damages In the event Contractor violates. or fails to perform any provision of the Contract Documents, then the City may elect to receive, and Contractor agrees to pay, liquidated damages in the amount of ($300.00) hundred dollars per day beyond the agreed milestones completion dates. Inspection of the Work by the City and the subsequent issuance of a notice by the City indicating substantial completion will be the date used to signify work completion. If completion is beyond the schedule agreed upon, liquidated damages may be imposed by the City on the Contractor and will be withheld from payment. It is expressly acknowledged by Contractor that said payment shall not be interpreted nor construed as a penalty but is in fact a good faith attempt to fix damages which the City will suffer in the event Contractor fails to perform as required hereunder or violates any provision of the Contract Documents. 8.0 Public Health and Safety 8.1 Protection of Persons and Property The Contractor shall submit, for the City's approval, a project safety and security plan, which describes the Contractor's plans and procedures to protect the safety and property of property owners, residents, and passers-by. The plan shall describe measures and precautions to be taken during working hours and non -working hours. A. Safetv Precautions and Programs The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work in accordance with the U.S. Department of Labor Occupational Safety and Health Act and the laws of the State of Florida. This Contract requires that the Contractor and any and all subcontractors hired by the Contractor comply with all relevant standards of the Occupational Safety and Health Act. Failure to comply with the Act constitutes a failure to perform. 15 The Contractor agrees to reimburse the City for any fines and/or court costs arising from penalties charged to the City for violations of OSHA committed by the Contractor or any and all subcontractors. B. Safety of Persons and Property The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to, all employees on the Work and all other persons who may be affected thereby; all the work materials and equipment to be incorporated therein, whether in storage on or off the project site, under the care, custody or control of the Contractor or any of his subcontractors; and other property on the project site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall be held fully responsible for such safety and protection until fmal written acceptance of the Work. Fire hydrants on or adjacent to the Work shall be kept accessible to fire fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the proper functioning of all swales, gutters, sewer inlets, drainage ditches and irrigation ditches, which shall not be obstructed except as approved by the City. The Contractor acknowledges that, in executing the Project, it will operate machinery and equipment that may be dangerous to the adjacent property owners and the general public. The Contractor will be required to conduct excavations for the Project, which may be hazardous to person and property. The Contractor shall develop and implement a job safety and security plan, which will adequately protect all property and the general public. 8.2 Traffic Control All safety precautions, traffic control, and warning devices necessary to protect the public and workmen from hazards within the right-of-way shall be in strict accordance with SECTION 102, MAINTENANCE OF TRAFFIC, in the Florida Dept. of Transportation (FDOT) Std. The State of Florida Manual of Traffc Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations Specifications for Road and Bridge Construction, latest edition shall be used as minimum standards, as applicable. Further, the Contractor shall carry on the Work in a manner that will cause the least possible obstruction and interruption in traffic, and the least inconvenience to the general public and the residents in the vicinity of the work. As to air traffic, it is the explicit intention of the contract that the safety of aircraft, as well as the Contractor's personnel, is the most important consideration. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations area of the airport with respect to its own operations and the operations of all its subcontractors as specified in Paragraph 8.15 below. It is further agreed and understood that the Contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from and upon the airport. With respect to its own operations and the operations of all its subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying personnel, equipment, vehicles, storage areas, as well as any other work area that may be hazardous to the operation of aircraft, fire -rescue equipment or maintenance vehicles at the airport. 8_3 Road Closure and Detours Local traffic shall be maintained within the limits of the Project for the duration of the construction period. Closing to through travel of more than two (2) consecutive blocks, including 16 the cross street intersected will not be permitted without specific authorization of the City. No road or street shall be closed to the public except with the permission of the City and proper governmental authority. When closing of roads is permitted, it shall require forty-eight (48) hours notification to the City. Traffic detours shall be pre -approved prior to closing. "Street Closed to through Traffic" signs and "Detour" routes shall be indicated and maintained by the Contractor when the job is located in a public or private street. 8.4 Provision of Access Where traffic must cross open trenches, the contractor shall provide adequate ingress and egress to dwellings, business facilities, utilities and service. Temporary provisions shall be made by the Contractor to insure the use of sidewalks. The Contractor shall provide suitable crossings at street intersections and driveways, and supply such aid as may be required for pedestrians and motorists, including delivery vehicles, to safely negotiate the construction areas. On completion of Work within any area, the Contractor shall remove all debris, excess materials; barricades and temporary Work leaving walkways and roads in said area clear of obstructions. 8.5 Wamine Sims and Barricades A. Within Public Riehts-Of-Way. The Contractor shall provide adequate signs, barricades, warning lights and flagmen, as required, and all such other necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be protected at night by regulatory signal lights, which shall be kept in operation from sunset to sunrise. Barricades shall be of substantial construction and shall be reflective to increase their visibility at night. Suitable warning signs shall be so placed and illuminated at night as to show in advance where construction, barricades or detours exist. Unless so designated in the Bid Documents, no direct payment for this work will be made, but the cost of providing, erecting and maintaining such protection devices, including guards, watchmen and/or flagmen as required shall be considered as included and paid for in the various contract prices of the Work. Warning signs and barricades shall be in conformance with the State of Florida, Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations, latest edition. The Contractor shall provide and maintain adequate barricades, construction signs, torches, flashers, guards and flagmen as required in pedestrian and vehicular traffic areas. Regulations of local authorities shall be compiled with. Advance warning signs are required on all streets where work is being conducted. Lane closures shall be signed and barricaded or coned as indicated in aforementioned FDOT Index. Flagmen may be required where traffic and length of lane closure warrant them. Where such a plan is needed, Contractor shall submit and obtain approval of their traffic control plan by the City. B. _ Within Airport Pron rat . When the work requires closing an air operations area of the airport or a portion of such area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of AC 150/5340- IF, marking of Paved Areas on Airports. The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stockpiles, and its parked construction equipment that may be hazardous to the operation of emergency fire -rescue or maintenance vehicles on the airport in reasonable conformance to AC 1 50/5370-2D, Operational Safety on Airports During Construction. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 1 50/5370-2D. The Contractor shall furnish and erect all 17 barricades, warning signs, and markings for hazards prior to commencing work, which requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their dismantling is directed by the Engineer. Open -flame type lights shall not be permitted within the air operations areas of the airport. 8.6 ODen Trenches The Contractor shall fixlly comply with Florida Statutes and OSHA regulations with regard to open trenches during construction. The Contractor shall be place construction hazard fencing along any open trenches during the construction work -day, and shall leave no open trenches or excavations over -night unless properly fenced and with the specific approval of the Engineer or the City. 8.7 Placement of Heavv Eouinment The Contractor shall not leave construction equipment parked in front of or on a residential lot overnight or on weekends. At the close of work each day, the equipment shall be driven to and stored in a designated area so that the equipment will not become an "attractive nuisance" to neighborhood children. All equipment left unattended during the course of working day, such as during lunch hours or work breaks, shall not be left in a condition or location which would create a safety hazard to the general public. All keys shall be removed from the machines during those times. 8_8 TemDorary Facilities and Controls The Contractor shall provide controls for sanitary facilities, environmental protection and safety controls on site acceptable to the Florida Department of Health and Rehabilitative Services, Department of Environmental Protection, and St. Johns River Water Management District. 8_9 Sanitary Provision The Contractor shall provide and maintain such sanitary accommodations adequate for the use of his employees and those of his subcontractors, and as may be necessary to comply with the requirements and regulations of the local and state departments of health. Such facilities shall be made available when the first employees arrive on site of the Work, shall be properly secluded from public observation, and shall be constructed and maintained during the progress of the Work in suitable numbers and at such points and in such manner as may be required or approved. The Contractor shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. Contractor shall rigorously prohibit the committing of nuisances on the site of the Work, on the lands of the City or an adjacent property. The City shall have the right to inspect such facilities at all times to determine whether or not they are being properly and adequately maintained. Following the period of necessity for such accommodations, they and all evidence affixed thereto shall be removed. 8.10 Water and Electric SuDDly The Contractor shall make all necessary applications and arrangements, and pay all fees and charges for water and electrical service necessary for the proper completion of the Project up to the time of final acceptance. The Contractor shall provide and pay for any temporary piping and connections. 8.11 Noise Control 112 Aft. O The Contractor shall provide adequate protection against objectionable noise levels caused by the operation of construction equipment, and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. 8.12 Dust Control The Contractor shall provide for adequate protection against raising objectionable dust clouds caused by moving construction equipment, high winds or any other cause, and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. 8.13 _ Water Control The Contractor shall provide for satisfactory disposal of surplus water and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. Prior approval shall be obtained from the proper authorities for the use of public or private lands or facilities for such disposal. 8.14 Pollution. Siltation and Erosion Control The Contractor shall provide for and take sufficient precautions to prevent pollution of private and public lands, reservoirs, ponds, rivers, streams, creeks, etc., by the disposal of surplus materials in the forms of solids, liquids or gases including, but not limited to, fuels, oils bitumen, calcium chloride or other harmful materials. Contractor shall conduct and schedule Work operations so as to avoid or otherwise minimize pollution or siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish where there is a high potential for erosion and subsequent water pollution. Erosion control features shall be constructed concurrently with other work and at the earliest practicable time. The Contractor shall prepare a detailed description of Contractor's plan for Erosion and Turbidity Control, including location of erosion control and turbidity control devices, marked on a plan set as needed for clarity. The erosion and turbidity control shall meet the, requirements of the St. John's River Water Management District for control of discharge of Total Suspended Matter, and shall prevent water and wind erosion of open excavations and swales. 8.15 Limitation of Operations The Contractor shall control its operations and the operations of its subcontractors and suppliers so as to provide for the free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport. When the work requires the Contractor to conduct its operations within the Air Operations Area of the airport, the work shall be coordinated with airport management (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an Air Operations Area until so authorized by the Engineer and until the necessary temporary marking and associated lighting is in place. When the contract work requires the Contractor to work within an Air Operations Area of the airport on an intermittent basis, the Contractor shall maintain constant communications as hereinafter specified; immediately obey all instructions to vacate the Air Operations Area, and immediately obey all instructions to resume work in the Air Operations Area. Failure to maintain the specified communications or to obey instructions shall be cause for suspensions of the Contractor's operations in the Air Operations Area until the satisfactory conditions are provided. The Air Operations Area that cannot be closed to operating aircraft on a continuous basis, and will therefore only be closed on an intermittent basis, are indicated on the drawings or will be designated by the Engineer. Article III - Supervision and Administration 19 9.0 Engineer, City, Contractor Relations 9_1 _ Eneineer's Resoonsibility and Authoritv All work done shall be subject to the construction review of the Engineer and City. Any and all technical questions which may arise as to the quality and acceptability of materials furnished, work performed, or work to be performed, interpretation of Plans and Specifications and all technical questions as to the acceptable fulfillment of the Contract on the part of the Contractor shall be referred to the Engineer who will resolve such questions. 9.2 Eneineer's Decision All claims of a technical nature of the City or Contractor shall be presented to the Engineer for resolution. 9.3 SusDension of Work The City shall have the authority to suspend the Work wholly or in part, for such periods as may be deemed necessary and for whatever cause, to include but not be limited to, unsuitable weather or such other conditions as are considered unfavorable for prosecution of the Work, failure on the part of the Contractor to carry out the provisions of the Contract or to supply materials meeting the requirements of the Specifications, or the action of a governmental agency, by serving written notice of suspension to the Contractor. In the event that the Engineer shall become aware of any condition, which may be cause for suspension of the Work, the Engineer shall immediately advise the City of such condition. The Contractor shall not suspend operations under the provisions of this Paragraph without the City s permission. 9A Construction Review of Work All materials and each part or detail of the Work shall be subject at all times to construction review by the Engineer and the City. The Engineer and the City may appoint inspectors. The Contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Contract. Such construction review may include mill, plant, or shop inspection, and any material furnished under the Specifications is subject to such inspection. The Engineer and the City shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed review. The City shall not be responsible for the acts or omissions of the Contractor. 9.5 Field Tests and Preliminary ODeration The Contractor shall perform the work of placing in operation all equipment installed under this Contract, except as specifically noted hereinafter. The Contractor shall make adjustments necessary for proper operation. The Contractor shall provide construction labor required for preliminary operation of the equipment installed under this Contract. The Contractor shall notify the City when work is considered to be complete, in operating condition, and ready for inspection and tests. Further inspection requirements may be designated in the Technical Specifications. The City will conduct tests it deems necessary to determine if the Work functions properly. Arrangements for testing laboratory services will be made by the City. Payment for testing to show compliance with specified requirements will be paid for by the City. The cost of retesting when materials and workmanship fail to meet specified requirements will be deducted from moneys due the Contractor. .e 9.6 Examination of Completed Work The City may request an examination of completed work of the Contractor at any time before acceptance by the City of the Work and shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the Work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering or removing and the replacing of the covering or making good of the parts removed shall be paid for as extra work, but should the work so exposed or examined prove unacceptable, the uncovering, removing and replacing shall be at the Contractor's expense. 9.7 Contractor's Superintendent A qualified superintendent, who is acceptable to the City, shall be maintained on the project and give sufficient supervision to the Work until its completion. The superintendent shall have full authority to act on behalf of the Contractor, and all communications given to the superintendent shall be considered given to the Contractor. In general, such communications shall be confirmed in writing and always upon written request from the Contractor. 9.8 Citv's Riaht to Correct Deficiencies Upon failure of the contractor to perform the work in accordance with the Contract Documents, including any requirements with respect to the Schedule of Completion, and after five (5) days written notice to the Contractor, the City may, without prejudice to any other remedy he may have, correct such deficiencies. The Contractor shall be charged all costs incurred to correct deficiencies. 9.9 Citv's Rieht to Terminate Contract and Comnlete Work In the event of any default by the Contractor, the City shall have the right to immediately terminate the Contract upon issuance of written notice of termination to the Contractor stating the cause for such action. This Agreement may be terminated by the City without cause provided at least thirty (30) days written notice of such termination shall be given to the Contractor. In the event of termination, the City may take possession of the Work and of all materials, tools and equipment thereon and may finish the Work by whatever method and means it may select. It shall be considered a default by the Contractor whenever he shall: (a) Declare bankruptcy, become insolvent or assign his assets for the benefit of his creditors. (b) Disregard or violate the provisions of the Contract Documents or City's written instructions, or fail to prosecute the Work according to the agreed schedule of completion including extensions thereof. (c) Fail to provide a qualified superintendent, competent workmen or subcontractors, or proper materials, or fail to make prompt payment therefore. 9.10 Riehts of Various Interests Wherever work being done by the City's forces or by other contractors is contiguous to work covered by the Contract, the respective rights of the various interests involved shall be established by the City, to secure the completion of the various portions of the Work in general harmony. 9.11 Separate Contracts The City may let other contracts in connection with the Work of the Contractor. The Contractor shall cooperate with other Contractors with regard to storage of materials and execution of their work. It shall be the Contractor's responsibility to inspect all work by other contractors affecting 21 A*9*k ,.* his work and to report to the City any irregularities, which will not permit him to complete his work in a satisfactory manner. His failure to notify the City of such irregularities shall indicate the work of other contractors has been satisfactorily completed to receive his work. It shall be the responsibility of the Contractor to inspect the completed work in place and report to the Engineer immediately any difference between completed work by others and the Plans. 9.12 Subcontracts and Purchase Orders Prior to signing the Contract or at the time specified by the City, the Contractor shall submit in writing to the City the names of the subcontractor proposed for the Work. Subcontractor may not be changed except at the request or with the approval of the City. The Contractor is responsible to the City for the acts and omissions of his subcontractors and their direct or indirect employees, to the same extent as he is responsible for the acts and omissions of his employees. The Contract Documents shall not be construed as creating a contractual relation between any subcontractors and the City. The Contractor shall bind every subcontractor by the terms of the Contract Documents. For convenience of reference and facilitate the letting of contracts and subcontracts, the Specifications are separated into title sections. Such separations shall not, however, operate to make the Engineer or City an arbiter to establish limits to the contracts between the Contractor and subcontractors. 9.13 Work Durine an Emereencv The Contractor shall perform any work and shall furnish and install materials and equipment necessary during an emergency endangering life or property. In all cases, he shall notify the Engineer and City of the emergency as soon as practicable, but he shall not wait for instructions before proceeding to properly protect both life and property. 9.14_ Oral Aereements No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be waived or modified by reason of any act whatsoever, other than by a definitely agreed waiver or modification thereof in writing, and no evidence shall be introduced in any proceeding of any other waiver or modification. 9.15 Nieht. Saturdav And/Or Sundav Work No night or Saturday and Sunday work will be permitted, except in case of emergency, or with prior approval from City, and then only to such extent as is absolutely necessary to protect life or property. This clause shall not pertain to crews organized to perform restoration work which needs no verifying inspection, maintenance work on equipment, or to operate and maintain special equipment such as dewatering pumps which may be required to work 24 hours per day. All such night, Saturday and/or Sunday work must be authorized by the City. 9.16 Unauthorized Work Work done without lines and grades having been established, work done without proper inspection, or any changes made or extra work done without written authority will be done at the Contractor's risk and will be considered unauthorized, and, at the option of the City, may not be measured and paid for. 9.17 Use Of Completed Portions Of The Work The City shall have the right to use, occupy, or place into operation any portion of the Work that has been completed sufficiently to permit safe use, occupancy, or operation, as determined by the Engineer. If such use, occupancy, or operation increases the cost of or delays the Work, the 22 Contractor shall be entitled to extra compensation, or an extension of time, or both, as determined by the Engineer. However, if Contractor has failed to complete the Work in accordance with the time requirements of the Agreement, no compensation (including set -offs to liquidated damages) shall be allowed for such use or occupancy. 9.18 Contractor's Responsibility For Work Until acceptance of the Work by the City, it shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever, whether arising from the execution or from the non -execution of the Work. The Contractor shall rebuild, repair, restore and make good, without additional compensation, all injury or damage to any portion of the Work occasioned by any cause, other than the sole and active negligence of the City, before its completion and acceptance. 10.0 Measurement And Payment 10.1 Detailed Breakdown Of Contract Except in cases where unit prices form the basis for payment under the Contract, the Contractor shall submit a complete breakdown of the contract amount showing the value assigned to each part of the Work, including an allowance for profit and overhead within ten (10) days of the execution of the Contract by the parties. Upon approval of the breakdown of the contract amount by the Engineer and the City, it shall be used as the basis for all requests for payment. 10.2 Reouest For Pavment The Contractor may submit to the City not more than once each month a request for payment for work completed. Where applicable, the Contractor may choose to submit a request for payment at the substantial completion of each work order. The City may elect to provide its own form for the Contractor to submit progress payment requests. The standard form provided by the City, or a form presented by the Contractor having received prior approval from the City, can be used for the submittal of a progress payment. The Contractor shall famish the Engineer and the City all reasonable facilities required for obtaining the necessary information relative to the progress and execution of the Work. In addition to each month's invoice, an updated project schedule shall be submitted. Each request for payment shall be computed from the work completed to date on all items listed in the detailed breakdown of the contract amount less previous payments and back charges. Progress payments on account of Unit Price Work will be based on the number of units completed at the time the payment request was dated by the Contractor. If payment is requested on the basis of materials and equipment not incorporated in the project but delivered and suitably stored at the site or at another location agreed to in writing, the payment request shall also be accompanied by a bill of sale, invoice or other documentation warranty that the City has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, all of which shall be satisfactory to the City. No payments shall be made for materials stored on site without approval of the City. An amount of 10% of each monthly pay request shall be retained until final completion and written acceptance of the Work by the City. Payment of the retainage shall be included in the Contractor's final pay request in accordance with Paragraph 10.14. Any deviation in the release or partial release of the 10% retainage shall be at the sole discretion of the City, but in no case earlier than completion of the Engineer's "punch list inspection". 23 r� Any request for payment shall be accompanied by claim releases for work done or materials furnished in accordance with Paragraph 10.13. Prior to submission of any request for payment by the Contractor, the Engineer shall review the request for payment to determine the following: (a) That the work covered by the request for payment has been completed in accordance with the intent of the Plans and Specifications. (b) That the quantities of work have been completed as stated in the request for payment, whether for a unit price contract or for payment on a lump -sum contract. 10.3 _ City s Action On A Recuest For Pavment Within thirty (30) days from the date of receipt of a request for payment the City shall do one of the following: (a) Approve and pay the request for payment as submitted. (b) Approve and pay such other amount of the request for payment in accordance with Paragraph 10.4 as the City shall decide is due the Contractor, informing the Contractor in writing of the reasons for paying the amended amount. (c) Disapprove the request for payment in accordance with Paragraph 10.4 informing the Contractor in writing of the reasons for withholding payment. 10.4 Citv s Rieht To Withhold Pavment Of A Recuest For Pavment The City may withhold payment in whole or in part on a request for payment to the extent necessary for any of the following reasons: (a) Work not performed but included in the request for payment, or the contract Price has been reduced by written change order. (b) Work covered by the request for payment which is not in accordance with the Plans, Specifications and generally accepted construction practices, including if, in the opinion of the City, there is sufficient evidence that the Work has not been satisfactorily completed, or based upon tests and/or inspections the work is defective or has been damaged requiring correction or replacement. (c) In the event of a filing of a claim or lien, or information received by City of a potential filing of a claim or lien against the Contractor or City. (d) Failure of the Contractor to make payments to subcontractors, material suppliers or labor. (e) Damage to another contractor. (f) The City has had to correct a defect in the Work, or there are other items entitling the City to a set-off against the amount recommended. (g) Default of any of the provisions of the Contract Documents. 10.5 _ Pavment For Uncorrected Work Should the City direct, in writing, the Contractor not to correct work that has been damaged or that was not performed in accordance with the Contract Documents, an equitable deduction from the contract amount shall be made to compensate the City for the uncorrected work. 10.6 Pavment For Reiected Work And Materials 24 The removal of work and materials rejected under Paragraph 5.3 and the re -execution of work by the Contractor shall be at the expense of the Contractor and the Contractor shall pay the cost of replacing the destroyed or damaged work of other contractors by the removal of the rejected work or materials and the subsequent re -execution of that work. In the event that City incurs expenses related thereto, Contractor shall pay for the same within thirty (30) days after written notice to pay is given by the City. If the Contractor does not pay the expenses of such removal, after ten (10) days written notice being given by the City of its intent to sell the materials, the City may sell the materials and shall pay to the Contractor the net proceeds therefrom after deducting all the costs and expenses that are incurred by the City. If the proceeds do not cover the expenses incurred by the City, such additional amounts may be set-off against any payments due Contractor. 10.7_ Chanties In The Work A. Change Orders If conditions require a change in the scope of work or additional work varying from the original Plans or Specifications, such change shall be effected by the Contractor when the City issues a written Change Order. The Change Order shall set forth in complete detail the nature of the change, the change in the compensation to be paid the Contractor and whether it is an addition or a reduction of the original total contract cost. Should additional or supplemental drawings be required, they will be furnished by the Engineer. Compensation to be paid to the Contractor for accomplishing the work of a Change Order shall be established in one of the following ways: (a) By lump sum proposed by the Contractor and accepted by the City. (b) By unit prices established and agreed to. (c) By unit prices established for additional kinds of work. (d) By other methods as may be mutually agreed upon. (e) By force account wherein the Contractor provides the labor and materials at Contractor's direct cost plus 15% for overhead and profit. When the force account method is used, the Contractor shall provide full and complete records of all costs for review by the City. B. Claims Claims arising from changes or revisions made by the Contractor at the City's request shall be presented to the City before work starts on the changes or revisions. If the Contractor deems that extra compensation is due for work not covered herein, or in Supplemental Agreement, the Contractor shall notify the City in writing of its intention to make claim for extra compensation before work begins on which the claim is based. If such notification is not given and the City is not afforded by the Contractor a method acceptable to the City for keeping strict account of actual cost, then the Contractor hereby waives its request for such extra compensation. The City is not obligated to pay the Contractor if the City is not notified as described above. The Contractor may refuse to perform additional work requested by the City until an appropriate agreement is executed by the parties. Such notice by the Contractor and the fact that the City has kept account of the costs as aforesaid shall not in any way be construed as proving the validity of the claim. C. Differing Site Conditions Contractor shall promptly, and before such conditions are disturbed, notify City in writing of: 1. Subsurface or latent physical conditions at the site differing materially from those indicated in this Agreement and its subparts; or 25 ?00% OOMA 2. Unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in the work of the character provided for in this Agreement. If City finds that conditions materially differ and will cause an increase or decrease in the Contractor's cost or the time required to perform any part of the work under this Agreement, whether or not changed as a result of such conditions, the City shall approve an equitable adjustment and will according modify the Agreement in writing. Any claim for an equitable adjustment of the contract price based upon differing site conditions is specifically conditioned upon prior written approval of the additional compensation by City. No claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required herein. Further, no claim by the Contractor for an equitable adjustment shall be allowed if asserted after final payment under this Agreement. 10.8 _ Canceled Items Of Work The City shall have the right to cancel those portions of the contract relating to the construction of any item provided therein. Such cancellation, when ordered by the City in writing, shall entitle the Contractor to the payment of a fair and equitable amount covering all costs incurred by him pertaining to the canceled items before the date of cancellation or suspension of the Work. The Contractor shall be allowed a profit percentage on the materials used and on construction work actually done, at the same rates as provided for "Changes in the Work", but no allowance will be made for anticipated profits. Acceptable materials ordered by the Contractor or delivered on the site before the date of such cancellation or suspension shall be purchased from the Contractor by the City at actual cost and shall thereupon become the property of the City. 10.9 Pavment For Work Suspended By The Citv If the Work or any part thereof shall be suspended by the City as provided in Paragraph 9.3, the Contractor will then be entitled to payment for all work done except as provided in Paragraph 10.4. 10_10_ Pent For Work By DgCily The cost of the work performed by the City removing construction materials, equipment, tools and supplies in accordance with Paragraph 5.7 and in correcting deficiencies in accordance with Paragraph 9.8 shall be paid by the Contractor. 10_11 _ Pavment For Work By City Followine Termination Of Contract A. Termination by City for Cause Upon termination of the contract by the City for cause, including abandonment or termination by Contractor, the City may enter into an agreement with others for the completion of the Work under this Agreement and the Contractor shall be held harmless for the work of others. No further payments shall be due the Contractor until the Work is completed and accepted by the City. If the unpaid balance of the contract amount shall exceed the cost of completing the Work including all overhead costs, Contractor shall be paid up to the amount of the excess balance on a quantum meruit basis for the work done prior to termination. If the cost of completing the Work shall exceed the unpaid balance, the Contractor or its Surety shall pay the difference to the City. The cost incurred by the City as herein provided shall include the cost of the replacement contractor and other expenses incurred by the City through the Contractor's default. In either event, all work done, tracings, plans, specifications, maps, computer programs and data prepared by the Contractor under this Agreement shall be considered property of the City. B. Termination by City Without Cause 26 In the event the City without cause abandons, terminates or suspends this Agreement, the Contractor shall be compensated for services rendered up to the time of such termination on a quantum merit basis and any work done or documents generated by the Contractor shall remain the property of the City. 10_12 _ Termination Of Contractor's Responsibility The Contract will be considered complete when all work has been finished, the final construction review is made by the Engineer, and the project accepted in writing by the City. 10.13 Release Of Claims (Interim/Final). The Contractor shall deliver, with each request for payment, a completed Affidavit and Release of Claim on a form supplied by the City. Also, from each supplier or subcontractor who has notified the City of his right to file a Claim (Notice to City) or who is listed in the Contractor's Affidavit and Release of Claim as an unpaid, potential Claimant, a Claimant's Sworn Statement of Account, executed by the supplier or subcontractor, must be attached to each request for payment. If the completed forms are not supplied with the request for payment, the City will notify Contractor of the outstanding claims of record and, if said completed form(s) are not supplied within thirty (30) days, the City shall make joint payments to the Contractor and outstanding claimants. 10.14 Accentance And Final Payment When it is determined, as a result of a joint inspection of the Work by the Contractor, City, and Engineer that the Work has been completed in accordance with the terms of the Contract Documents, the Engineer shall certify completion of the Work to the City. At that time, the Contractor may submit the Contractor's final request for payment. The Contractor's final request for payment shall be the contract amount plus all approved written additions less all approved written deductions and less previous payments made. As a condition for Final payment, a Contractor's Final Affidavit must be received by the City along with his Final Payment Request and any as -built drawings, which may be required. The Contractor shall furnish full and final releases of Claim for labor, materials and equipment incurred in connection with the Work, following which the City will release the Contractor except as to the conditions of the performance bond, any legal rights of the City, required guarantees and satisfaction of all warranty work, and shall authorize payment of the Contractor's final request for payment. 10.15 Satisfaction Of Warranty Work After Final Pavment The making of the final payment by the City to the Contractor shall not relieve the Contractor of responsibility for faulty materials or workmanship. The City shall promptly give notice of faulty materials and workmanship and the Contractor shall promptly replace any such defects discovered within one (1) year from the date of final written acceptance of the Work by the City. II.0 Public Contract Requirements 11.1 Covenant Aeainst Contineent Fees The Contractor warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Contractor, to solicit or secure this Agreement and that he has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for the Contractor, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this 27 tOWN eN Agreement. For the breach or violation of this paragraph, the City shall have the right to terminate the Agreement without liability and, at its discretion, deduct from the Agreement price, or otherwise recover, the full amount of such fee, commission, percentage, gift or consideration. 11.2 Interest Of Members Of Citv And Others No officers, members or employees of the City and no member of its governing body, and no other public official of the governing body of the locality or localities in which services for the facilities are situated or carried out, who exercises any functions or responsibilities in the review or approval of the undertaking or carrying out of this project, shall participate in any decision relating to this Agreement which affects his personal interest, or have any personal or pecuniary interest, direct or indirect, in this Agreement or the proceeds thereof. 11.3 Certification Of Restrictions On Lobbvine The Contractor agrees that no Federal appropriated funds have been paid or will be paid by or on behalf of the Contractor to any person for influencing or attempting to influence any officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any Federal contract, the making of any Federal Grant, the making of any Federal loan, the entering into of any cooperative agreement and the extension, continuation, renewal, amendment or modification of any Federal contract, Grant, loan or cooperative agreement. Further, Contractor shall fully comply with the Federal Lobbying Disclosure Act of 1995. If any funds other than Federal appropriated funds have been paid by the Contractor to any person for influencing or attempting to influence an officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with any Agreement, the undersigned shall complete and submit the attached Standard Form-LLL "Disclosure Form to Report Lobbying" in accordance with its instructions. Any and all subcontracts executed by Contractor for the Work hereunder shall likewise certify and disclose accordingly 11 A Interest Of Contractor The Contractor covenants that he presently has no interest and shall not acquire any interest, direct or indirect, which shall conflict in any manner or degree with the performance of services required to be performed under this Agreement. The Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed. The Contractor shall not undertake any professional work which conflicts with his duties as the City s Contractor without the prior written consent of the City during the term of this Agreement. Any work where the Contractor can reasonably anticipate that it may be called to testify as a witness against the City in any litigation or administrative proceeding will constitute a conflict of interest under this Agreement. 11.5 Public Entity Crimes The Contractor shall file the attached sworn statement which is entitled PUBLIC ENTITY CRIMES, stating whether a person or affiliate as defined in Section 287.133 (1) Florida Statutes, has been convicted of a public entity crime subsequent to July 1, 1989,in accordance with the provisions of said statute. 11.6 Drue-Free Workplace The Agreement documents also consist of the "Drug -Free Workplace Form" which is in accordance with Florida Statute 287.089 and must be signed and instituted. m OWN 10%k 11.7 Compliance With Laws Contractor shall comply with all applicable federal laws that in any way regulate or impact the Work, including, but not limited to, The Clean Air Act (42 USC §7506(c)), The Endangered Species Act (16 USC §1531, et seq.), Executive Order No. 11593, Executive Order No. 11988, Executive Order No. 11990, The Fish and Wildlife Coordination Act (PL 85-624), The Safe Water Drinking Act Section 1424(e) (PL 93-523, as amended), The Wild and Scenic Rivers Act (PL 90-542, as amended), The Demonstration Cities and Metropolitan Development Act of 1966 (PL 89-754), Section 306 of The Clean Air Act, Section 508 of The Clean Water Act, Executive Order No. 11738, The Civil Rights Act of 1964 (PL 88-352), The Age Discrimination Act (PL 94-135), Section 13 of The Federal Water Pollution Control Act (PL 92-500), Executive Order No. 11246, Executive Order No. 11625, Executive Order No. 12138, Executive Order No. 12549, The Davis Bacon Act (40 USC §276), the Occupational Safety and Health Act and applicable regulations, and the Americans with Disabilities Act (PL 101-336). 11.8 _ Insurance The Contractor agrees to carry insurance, of the types and subject to the limits as set forth below and maintain said insurance during the life of this agreement: (a) Workers' Compensation - Contractor shall purchase workers' compensation insurance as required by law. (b) Commercial General Liabilitv - Contractor shall purchase Commercial General Liability insurance with a combined single limit of at least $5,000,000. (c) Commercial Auto Liabilitv - Contractor shall purchase Commercial Auto Liability insurance with a combined single limit of at least $1,000,000. Further, Contractor shall maintain such insurance as is reasonably required to satisfy its obligations under Paragraph 9.18 for the Work paid for by the City but not yet accepted. The insurance company selected shall be A+ or better per the Best's Key Rating Guide. The Contractor and the insurance company(s) shall agree to furnish the City thirty (30) days written notice of their intent to cancel or terminate said insurance. It is the full responsibility of the contractor to insure that all sub -contractors have full insurance coverage as stated above. The Contractor shall not commence the Work under this contract until he has obtained all the insurance required under this paragraph and certificates of such insurance have been submitted to the City, nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required has been so obtained and approved by the City. The Contractor shall carry and maintain until acceptance of the Work, insurance as specified herein and in such form as shall protect him and any subcontractor performing work under this Contract, or the City, from all claims and liability for damages for bodily injury, including accidental death, under this Contract, whether by himself or by any subcontractor or by any one directly or indirectly employed by either of them. The Contractor shall furnish to the City certificates of insurance in duplicate showing proof of insurance, naming the City and the Engineer as additional insured parties, prior to the start of construction as provided in the Contract. 11.9_ Bond The Contractor shall provide bonds issued by companies holding certificates of authority as acceptable sureties in the form prescribed by State Law, and generally as shown in these 29 ^ Av"N Documents, for Performance and Payment, each in the amount of 100% of the total contract amount. 11_10_ Permits All City and St. John's River Water Management District permits and other permits necessary for the prosecution of the Work shall be secured by the City, except for Contractor's licenses and registrations. Contractor shall secure a building permit if required by the City's Building Official. 11.11 Laws To Be Observed The Contractor shall give all notices and comply with all federal, state and local laws, ordinances, permit requirements and regulations in any manner affecting the conduct of the Work, and all such orders and decrees as enacted by bodies or tribunals having any jurisdiction or authority over the Work, and shall indemnify and save harmless the City and Engineer against any expense, claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, permit requirements, order or decree, whether by himself or his employees. The failure of the Contractor to adhere to any known law or regulation pertaining to finnishing services under this Agreement shall constitute a material breach of this Agreement. The Contractor acknowledges that this requirement includes compliance with all federal, state and local health and safety rules and regulations. The Contractor shall keep himself fully informed of all existing and pending state and national laws and municipal ordinances and regulations in any manner affecting those engaged or employed in the Work, or in any way affecting the conduct of tribunals having any jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered in the Plans, Specifications, or Contract for this work in relation to any such law, ordinance, regulations, order or decree, he shall forthwith report the same to the Engineer and City in writing. He shall at all times himself observe and comply with and cause all his agents, subcontractors and employees to observe and comply with decrees; and shall protect and indemnify the City and Engineer, their officers, employees and agents against any expense, claim or liability arising from or based upon violation of any such law, ordinance, regulations, orders or decree, whether by himself or his employees. All building construction work alterations, repairs or mechanical installations and appliances connected therewith shall comply with the applicable building rules and regulations, restrictions and reservations of record, local ordinances and such other statutory provisions pertaining to this class of work. 11_12 _ Debarment And Susnension In accordance with Executive Order 12549, Debarment and Suspension (40 CFR 32), the Contractor shall agree and certify that neither it, nor its principals, is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency; and that the Contractor shall not knowingly enter into any lower tier contract, or other covered transaction, with a person who is similarly debarred or suspended from participating in this covered transaction without prior written approval of the City. Upon execution of this Agreement by the Contractor, the Contractor shall complete sign and return a copy of the form entitled "Certification Regarding Debarments, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Federally Funded Transactions" attached hereto, and shall include the language of this Paragraph and the attached form in all subcontracts executed to support the Contractor's work under this Agreement. 30 12.0 Miscellaneous 12.1 Addresses For Notices All notices given under or in connection with any of the Contract Documents shall be delivered in person or by telegraph or registered or certified mail to the parties at the address as either party may by notice designate. 12.2 Written Notice Written notice shall be considered as served when delivered to the designated representative of the Contractor and receipt acknowledged or sent by registered mail to the individual, fum, or corporation to the business address stated in Bid Proposal. Change of Address: It shall be the duty of each party to advise the other parties to the Contract as to any changes in his business address until completion of the Contract. 12.3 _ Taxes Contractor shall pay all sales or other taxes of any type, which may be incurred in connection with the Work hereunder, and shall reimburse the City for any such taxes paid by the City. 12.4 Time Is Of Vital Importance It is agreed and understood that time is of vital importance with respect to the completion date for the Work and all other provisions of the Contract Documents. 12.5 No Waiver Of Leeal Riahts Neither the payment for, nor acceptance of the whole or any part of the Work by the City or representatives of the City, nor any extension of time, nor the withholding of payments, nor any possession taken by the City, nor the termination of employment of the Contractor shall operate as a waiver of any portion of the Contract or any power therein reserved or any right therein reserved or any right therein provided, nor shall the waiver by the City of any of the Contractor's obligations or duties under this Agreement constitute a waiver of any other obligation or duty of the Contractor under this Agreement. 12.6 Rieht To Work Product No reports, data, programs or other material produced in whole or in part under this Agreement shall be subject to copyright by the Contractor, in the United States or in any other country. The City or its assigns shall have the unrestricted authority to publish, disclose, distribute and otherwise use, in whole or in part, any reports, data, programs or other material prepared under this Agreement. All tracings, plans, specifications, maps, computer programs and data prepared or obtained under this Agreement shall remain the property of the City. Any use of any plans and specifications by the City except the use reasonably contemplated by the City at the time the City entered this Agreement will be at the City's risk and Contractor, its officers, directors and employees, will be held harmless from such use. 31 IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written. ATTEST: p�p By:,,,, Sally A. MaioC Title: City Cl rk (SEAL) Approved as to Form and Content for Reliance by the City of Sebastian only: Rich Stringer, Ci A orney tfYz For H.L. Pruitt Corp. THE CITE OF Title: ity Manager SECTION 01000 - MOBILIZATION PART 1-GENERAL 1.1 DESCRIPTION A. The work covered by this section consists of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for providing the items required by the General Provisions, Supplementary Conditions, and General Requirements including but not limited to: 1. The establishment of all temporary offices, buildings, fencing, staging areas, haul routes, and other facilities necessary for the work on the project; 2. . Surveying and construction staking; 3. All barricades, barricade lights, and other phasing and detour devices; 4. Performance bond, labor and materials bond; 5. Insurance; and all other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. B. This item also includes all work outside the limits of construction that is necessary to demobilize and restores areas disturbed by the Contractor to their original condition including, but not limited to, pavement rehabilitation, grading, seeding, mulching, cleaning, and disposal. PART 2 - EXCUTION 2.1 PAYMENT: A. All work covered by this section will be paid for at the contract lump sum price for "Mobilization". B. Partial payments for the item of "Mobilization' will be made with the first and second partial pay estimates paid on the contract, and will be made at the rate of 50 percent of the lump sum price for "Mobilization' on each of these partial pay estimates, less the retainage provided for in the Contract, provided the amount bid for "Mobilization' does not exceed 5 percent of the total amount bid for the base bid contract. C. Where the amount bid for the item of "Mobilization' exceeds 5 percent of the total amount bid for the base bid contract lump sum mobilization bid will be paid equally in the first, second, third, fourth, fifth, and sixth progress payments. 2-1/2 percent of the total amount bid will be paid on each of the first two partial pay estimates, and that portion exceeding 5 percent of the total amount bid for the contract will be paid on the last partial pay estimate. All such payments will be made less the retainage provided for in the Contract. D. C Payment will be made under: 1. 01000 Mobilization — per Lump Sum END OF SECTION 01000 SECTION 01010 - SUMMARY OF WORK PART 1-GENERAL 1.1 RELATED DOCUMENTS: Contract Drawings, General Provisions, Supplementary Conditions, General Requirements, and other Special Provisions and Specifications apply to work of this section. 1.2 CONTRACT DOCUMENTS: Indicate the work of the Contract and related requirements and conditions that have an impact on the project. Related requirements and conditions that are indicated on the Contract Documents include, but are not necessarily limited to the following: A. Existing site conditions and restrictions on use of the site. B. Mandatory staging/sequencing. C. Requirements for partial utilization of various elements prior to substantial completion of the work. ' D. Work to be performed concurrently by the Owner. 1.3 SUMMARY BY REFERENCES- Work of the Contract can be summarized by references to the Contract, General Provisions, Supplementary Conditions, Specifications, Drawings, and Addenda and Modifications to the contract documents issued subsequent to the initial printing of this Project Manual, including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside the contract documents. IA CONSTRUCTION TIME: A. Time Schedule: The work as described by the contract specifications and as shown on the plans shall be completed and ready for use by the Owner within 90 consecutive calendar days after the date of Notice -to -Proceed. The time schedule for completion of this project is critical and liquidated damages as prescribed in the Contract will be enforced. L5 LIQUIDATED DAMAGES: A. Owner and Contractor recognize that time is of the essence and that Owner will suffer financial loss if the work is not substantially complete in accordance with the time(s) specified herein. They also recognize the delays, expenses and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by Owner if the work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated Runways 4-22 and 8-26 PAPI Construction Summary of Work Sebastian Municipal Airport July 2007 01010 - 3 damages for delay (but not as a penalty) Contractor shall pay Owner the amounts stipulated hereinafter. B. Contractor further understands and hereby expressly agrees that in addition to liquidated damages specified hereinafter, to pay the Owner the actual costs to Owner for any inspector or inspectors necessarily employed by Owner on the work and the actual costs to Owner for the Engineer's observation of construction and project representative services including all travel and subsistence expenses after the date specified for Project completion until the work is completed and ready for final payment. Further, the Contractor agrees that the sums to be paid the Owner may be deducted from the sum due the Contractor for work performed as provided in Section 90 of the General Provisions. C. The Contractor shall complete the project and reach substantial completion within 90 consecutive calendar days from the notice to proceed. Failure to do so will result in liquidated damages of $200 per day. D. The Contractor shall complete all punch list items determined by the Owner and the Engineer within IS consecutive calendar days from the date of the Final Inspection. Failure to do so will result in liquidated damages of $200 per day beyond the IS day period. 1.6 CONCURRENT WORK BY'OWNER: A. Overlapping Work: The work to be performed may overlap work by othersto be performed concurrently. Each Contractor shall coordinate and schedule his work with the knowledge that each may be working the same area simultaneously. Each Contractor will be expected to cooperate with the Engineer, Owner, and other Contractors in the completion of the work. B. Disputes: The Engineer, whose decision will be final, will decide any disputes arising between the Contractors. C. Coordination: Contractors shall coordinate their schedules and work activities very closely, including holding weekly meetings in the presence of the Engineer's onsite representative. Contractors must cooperate with each other, including working around each other's work activities. Potential delays as a result of lack of coordination will not be considered grounds for claim for additional time extensions and/or additional compensations. 1.7 CONTRACTOR USE OF PREMISES: A. Use of the Site: The Contractor shall confine his operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction. B. Open Passage: Keep existing drives, entrances, and air operations areas designated to remain open, clear, and available to the Owner, his employees and the public at all times. Do not use these areas for parking or storage of materials. C. Storage: Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the areas indicated. If additional storage is necessary, obtain Engineer's approval. Runways 4-22 and 5-26 PAP] Construction Summary of Work Sebastian Municipal Airport July 2007 01010 - 4 D. Vehicle/Equipment Security: Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place. 1.8 WORK RESTRICTION: A. Turf Restoration: All non -paved areas that are disturbed by the Contractor's work, staging area, haul roads, etc. shall be reseeded and restored to original condition by the Contractor. Except where otherwise specified, there will be no separate pay item for this work; it will be considered incidental to and included in the price bid for Section 01000, Mobilization. B. Security: Contractor shall provide security within his construction area and shall keep all unauthorized personnel out. C. Access Points: All construction traffic shall enter and exit the project area only through the project access point(s) shown on the plans or approved by the Engineer. Contractor will be responsible for security of entrance gates under use by him/her. D. Construction Stakeout: The Contractor shall perform construction stakeout in accordance with Article 50-06 of the General Provisions. E. Haul Route: The Contractor shall be responsible for establishing haul routes suitable for supporting all necessary transportation and construction equipment for the duration of the project. Any existing roads or other areas that are used as part of the haul route shall be restored to their original condition after completion of the project. The Contractor will be responsible for all clean up operations of debris that may be on the haul route and for watering and/or other dust preventive measures to preclude fugitive dust from affecting buildings, occupants, or airfield operations. No separate payment will be made for seeding or mulching, or pavement restoration; such costs will be incidental to and included in the price bid for Section 01000, Mobilization. F. Contracts During Non -Working Hours: For the duration of the project, the. Contractor shall designate a list of authorized individuals in a prioritized order, to be on 24 hour call, and these individuals shall be equipped with a beeper and cellular phone. These individuals shall be able to respond to any situation arising out of the performance of the work on this project, particularly during nighttime hours, and shall the and be on the project site within one hour after the phone call or beep. 1.9 COORDINATION: The work of this Contract includes coordination by the Contractor of the. entire work of the project, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods. 1.10 PARTIAL OWNER OCCUPANCY OR USE: The Owner reserves the right to use completed and accepted work provided such use does not interfere with completion of other work. Such use will not affect warranty stipulations addressed elsewhere in the contract documents. Runways 4-22 and 8-26 PAPI Construction Summary of Work Sebastian Municipal Airport July 2007 01010 - 5 eN PART 2 PRODUCTS (Not Used.) PART 3 - EXECUTION 3.1 MEASUREMENT AND PAYMENT: Except as otherwise specified, no separate measurement or payment will be made for work set forth in this section; such costs will be considered as incidental to and included in the price for Section 01000, Mobilization, or other items as appropriate. END OF SECTION 01010. Runways 4-22 and 8-26 PAPI Construction Summary of Work Sebastian Municipal Airport July 2007 01010 - 6 ..k SECTION 01040- PROJECT COORDINATION PART1-GENERAL 1.1 RELATED DOCUMENTS: All contract documents and drawings apply to work of this section. 1.2 DESCRIPTION OF WORK: Administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following: 1. Coordination and meetings. 2. Surveys and records or reports. 3. Limitations on use of site. 4. Special reports. 5. General installation provisions. 6. Cleaning and protection. 7. Conservation and salvage. PART 2 - PRODUCTS (Not applicable) PART 3-EXECUTIONS 3.1 COORDINATION AND MEETINGS: A. General: The Contractor shall prepare a written memorandum on required coordination activities and include such items as required notices, reports and attendance at meetings. Distribute this memorandum to each entity performing work at the Project site. Prepare similar memorandum for separate Contractors where interfacing of their work is required. B. Preconstruction Conference: A Preconstruction Conference will be scheduled after award of Contract and prior to issuance of a Notice to Proceed. Key Project personnel representing the Prime Contractor and all major Subcontractors will be required to attend this Conference. All other parties involved with this Project, such as the Owner, Engineer, and FAA, will also be represented. All affected parties at the Preconstruction Conference will review the entire Construction Schedule carefully. The Contractor shall prepare a detailed Construction Schedule for review prior to and at the Preconstruction Conference. C. Coordination Meetings: The Contractor shall hold General Project Coordination Meetings at regularly scheduled times convenient for all parties involved. These meetings may be as often as weekly if required. These meetings are in addition to specified meetings held for other purposes, such as regular Project meetings and special Pre -installation Meetings. Request representation at each meeting by every party currently involved in coordination or planning for the work of the entire Project. Conduct meetings in a manner, which will resolve coordination problems. Record results of the meeting and distribute copies to everyone in attendance and to others affected by decision or actions resulting from each meeting. Runways 4-22 and 8-26 PAPI Construction Project Coordination Sebastian Municipal Airport July 2007 01040 - 7 AOa 1. The Contractor shall also conduct daily coordination meetings with the Engineer's representative, FAA and designated Owner's representative to coordinate construction and airport operations. D. Progress Meetings: Conduct progress meetings by teleconference weekly and at the project site monthly. Notify the Owner and Engineer of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request. E. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the project and authorized to conclude matters relating to progress. F. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the project, and to airport operational safety during construction. I. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be expedited; secure commitments from parties involved doing so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 2. Other: Review the present and future needs of each entity present, including such items as: a) Interface requirements. b) Time. c) Sequences. d) Deliveries. e) Off -site fabrication problems. f) Access. g) Site utilization. h) Temporary facilities and services. i) Hours of work. j) Hazards and risks. k) Housekeeping. 1) Quality and work standards. m) Change orders. n) Documentation of information for payment requests. G. Reporting: No later than 3 days after each progress meeting date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. H. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01040 - 8 Project Coordination July 2007 OOMN r04k 3.2 SURVEYS AND RECORDS/REPORTS: A. Construction Staking: The Engineer has established survey base lines for the Contractor. The Contractor shall take all necessary precautions to prevent the loss or damage of primary control points. The Contractor will be responsible for staking required for construction. Working from lines and levels established by the design survey, establish and maintain benchmarks and other dependable markers requited for construction. Establish bench marks.and markers to set lines and levels for work at each stage of construction and elsewhere as needed to properly locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine dimensions. Advise entities performing work of marked lines and levels provided for their use. B. Survey Procedures: Before proceeding with the layout of actual work, verify the layout information shown on the drawings, in relation to the property survey and existing benchmarks. As work proceeds, check every major element for line, level and plumb. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Engineer's reference. Record deviations from required lines and levels, and advise the Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. Record deviations, which are accepted, and not corrected, on record drawings. Survey work shall be performed by and under supervision of a professional (registered) land surveyor in the State where the project is located. C. Quality of Work: The elevations of permanent and temporary benchmarks shall be determined and recorded to the nearest 0.01 foot. Differential leveling and transit traverses shall be of such precision that the error of vertical closure in feet shall not exceed plus or minus 0.1 foot in 5000 feet. The angular error of closure for transit traverses shall not exceed 1.0-minute times the square root of the number of angles turned. 1. Slope stakes shall be placed, as a minimum, at 100-foot stations, breaks in the original ground surface, and at any other intermediate stations necessary to insure accurate location for construction layout and measurement. Slope stakes and cross sections shall be perpendicular to the centerline. Significant breaks in grade shall be determined for cross sections. Distances shall be measured horizontally and recorded to the nearest 0.1 foot. Side shots for interim construction stakes may be taken with a hand level. D. Records: All survey data shall be recorded in fully identified, standard hardbound engineering survey field notebooks with consecutively numbered pages. All field notes and printed data shall include the purpose or description of the work, the date the work was performed, weather data, sketches and the personnel who performed and checked the work. Electronically generated survey data and computations shall be bound, page numbered and cross-referenced in a bound field notebook containing the index for all survey data. 1. The construction survey records shall be available at all times during the progress of the work for examination and use by the Engineer and copies shall be made available to the Engineer upon request. The original field notebooks and other records shall be turned over to and become the property of the Owner prior to final acceptance of the work. E. Quality Assurance Survey Services: Contractor shall furnish surveying services required to establish horizontal and vertical location of soil density tests by Owner's QA testing laboratory. F. Engineer Services: Engineer will furnish available benchmark and coordinate information at no cost to Contractor. Runways 4-22 and 8-26 PAPI Construction Project Coordination Sebastian Municipal Airport July 2007 07040 - 9 3.3 LIMITATIONS ON USE OF THE SITE: A. General: Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site. B. Waste Disposal: Waste materials shall be disposed of off airport property except as specified otherwise in Contract Documents. 3.4 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work. END OF SECTION 01040 Runways 4-22 and 8-26 PAPI Construction Project Coordination Sebastian Municipal Airport July 2007 01040- 10 SECTION 01060 -CONTROL OF EROSION, SILTATION AND POLLUTION PART1-GENERAL 1.1 REQUIREMENTS: The Contractor shall take all measures necessary to minimize soil erosion, situation, water pollution, and air pollution caused by his operations. The Contractor shall comply with the applicable regulations of all legally constituted authorities relating to pollution prevention and control. The Contractor shall keep himself fully informed of all such regulations which in any way affect the conduct of the work, and shall at all times observe and comply with all such regulations. In the event of conflict between such regulations and the requirements of the specifications, the more restrictive requirements shall apply. 1.2 The Engineer will limit the area over which clearing, grubbing, excavation, borrow, and embankment operations are performed whenever the Contractor's operations do not make effective use of construction practices and temporary measures which will minimize erosion, or whenever effective erosion control features are not being completed as soon as permitted by construction operations. 1.3 EROSION CONTROL SCHEDULE:. Except as otherwise specified, the Contractor shall submit to the Engineer for his approval 3 copies of his erosion control schedule at the time of the preconstruction conference. This schedule shall show the time relationship between phases of the work, which must be coordinated to reduce erosion, and shall describe construction practices and temporary erosion control measures, which will be used to minimize erosion. The schedule shall also show the Contractor's proposed method of erosion control on haul roads and borrow and material pits, and his plan for disposal of waste materials. No work shall be started until the erosion control schedule and the Engineer has approved methods of operations. PART 2 - PRODUCTS (Not used) PART 3-EXECUTION 3.1 EROSION AND SILTATION CONTROL: The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent the eroding of soil and silting of rivers, streams, lakes, reservoirs, other impoundments, ground surfaces, or other property. Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all necessary measures to protect the construction area, including but not limited to borrow pits, soil type base courses, and waste areas, from erosion during the period of suspension. 3.2 COORDINATION OF EROSION CONTROL OPERATIONS: A. Temporary and permanent erosion control measures shall be provided as shown on the plans or as directed by the Engineer. All permanent erosion control work shall be incorporated into the Runways 4-22 and 5-26 PAPI Construction Control Of Erosion, Siltation and Pollution Sebastian Municipal Airport July 2007 01060 - I I AIMN ^` project at the . earliest practicable time. Temporary erosion control measures shall be coordinated with permanent erosion control measures and all other work on the project to assure economical, effective, and continuous erosion control throughout the construction and post construction period and to minimize situation of rivers, streams, lakes, reservoirs, other water impoundments, ground surfaces, or other property: B. Temporary erosion control measures shall include but not be limited to the use of temporary beams, dikes, dams, silt fences, drainage ditches, silt basins, diversion ditches, slope drains, structures, vegetation, mulches, mats, netting, gravel, rip rap, or any other methods or devices that are necessary. Temporary erosion control measures may include work outside the construction limits where such work is necessary as a result of construction such as borrow pit operations, haul roads, plant sites, equipment storage sites, and disposal of waste or debris. The Contractor shall be liable'for all damages to public or private property caused by silting or slides originating in waste areas furnished by the Contractor. C. Materials for temporary erosion control measures shall be approved by the Engineer before being used or shall be as directed by the Engineer. D. The Contractor shall acceptably maintain erosion control measures installed by the Contractor. 3.3 WATER AND AIR POLLUTION: A. The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent pollution of rivers, streams, -and water impoundments. Pollutants such as chemicals, fuels, lubricants, bitumen, raw sewage, and other harmful waste shall not be discharged into or alongside of rivers, streams, or impoundments, or into natural or manmade channels leading thereto. B. The Contractor shall comply with all Federal, State or local air pollution regulations. throughout the life of the project. 3.4 OPEN BURNING OF COMBUSTIBLE WASTES: Where and if burning is permitted by the specifications, the following conditions shall apply: A. No tires, oils, asphalt, paint, or coated metals are permitted in combustible waste piles. B. Buming'shall not be permitted unless the prevailing wind is away from a nearby town, built-up area, or aircraft operations area C. Burning shall not be permitted during a local air inversion or other climatic condition as would result in a pall of smoke over a nearby town, built-up area, or aircraft operations area. D. Burning shall not be permitted when the danger of brush or forest fires is made known by State, local, or Federal officials. E. The size and number of fires shall be restricted to avoid the danger of brush or forest fires. Burning shall be done under surveillance of a watchman, who shall have fire -fighting equipment and tools readily available. Runways 4-22 and 8-26 PAPI Construction Control Of Erosion, Siltation and Pollution Sebastian Municipal Airport July 2007 01060 - 12 PAWN #OWN 3.5 DUST CONTROL: A. The Contractor shall control dust throughout the life of the project within the project area and at all other areas affected by the construction of the project, including, but not specifically limited to unpaved roads, haul roads, access roads, disposal sites, borrow and material pits, and production sites. Dust control shall not be considered effective where the amount of dust creates a potential or actual unsafe condition, public nuisance, or condition endangering the value, utility, or appearance of any property. B. The Contractor will not be directly compensated for any dust control measures necessary; this work will be considered incidental to the work covered by the various contract items. 3.6 APPLICATION OF SPECIFICATIONS: The provisions of this section shall apply to all construction operations. Further references and detailed requirements concerning erosion, situation, and pollution prevention and control, may be given in other sections of the specifications and on the drawings. 3.7 CONTRACTOR'S INSPECTION AND REPORT: The Contractor shall make an inspection of the construction site on a weekly basis and after each potentially damaging rainfall. Note shall be taken of any damage to existing erosion control features and of situation problems encountered during the inspection. In a report to the Engineer, the Contractor shall outline his corrective measures to be undertaken and the date of implementation. 3.8 TEMPORARY SUSPENSION OF WORK: Failure of the Contractor to fulfill any of the requirements of this section may result in the Engineer ordering the stopping of construction operations in accordance with the following: A. The Engineer shall have the authority to suspend the work wholly or in part by written order, for such periods as he may deem necessary due to conditions considered unfavorable for the suitable prosecution of the work, or to failure on the part of the Contractor to correct conditions unsafe for workmen or the general public or to carry out orders given or to perform any provisions of the contract. Such suspension of operations will not justify an extension of contract time. B. Failure on the part of the Contractor to perform the necessary measures to control erosion, situation, and pollution will result in the Engineer notifying the Contractor to take such measures. Any fine, penalty or other cost assessed by State, local or other governmental agencies for non-performance of erosion, situation or pollution controls against the Owner shall become the responsibility of the Contractor; such assessments, if not paid by the Contractor, shall be deducted from monies due the Contractor at the completion of the job. In the event that the Contractor fails to perform such measures within 24 hours after receipt of such notice, the Engineer may suspend the work as provided above, or may proceed to have such measures performed by others. The cost of such work performed by others will be deducted from monies due the Contractor on his contract. 3.9 PAYMENT: Except where specified otherwise elsewhere in the specifications, there will be no direct payment for any work in connection with the requirements of this section; the work shall Runways 4-22 and 8-26 PAPI Construction Control Of Erosion, Siltation and Pollution Sebastian Municipal Airport July 2007 01060 -13 be considered incidental to demolition, clearing, grubbing, grading, excavation, embankment, or other operations. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01060 01060 - 14 Control Of Erosion, Siltation and Pollution July 2007 SECTION 01095-NPDES PERMIT CONFORMANCE PART 1 - General Information: A. The NPDES program is established under 40CFR122.2 B. The United States Environmental Protection Agency (EPA) issued a National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges from Construction Activities that are classified as "Associated with Industrial Activity." This Construction General Permit covers all areas administered by EPA Region 4, which includes Florida The Construction General Permit was published in Federal RegisterNol. 63, No. 61/Tuesday, March 31, 1998 and is available on EPA's web site or from the Owner. C. The NPDES permit program requires a Construction General Permit if the construction activity will disturb five acres or greater, or will disturb less than five acres but is part of a larger common plan of development or sale whose total land disturbing activities total five acres_ or greater (or is designated by the NPDES permitting authority); and will discharge storm water runoff from the construction site into a municipal separate storm water sewer system (MS4) or waters of the United States. D. For this contract, the Engineer has determined that a Construction General Permit is required. It is therefore required that the Contractor read the permit requirements in the Construction General Permit cited in paragraph C, develop and implement a Storm Water Pollution Prevention Plan (SWPPP), complete and submit a Notice of Intent (NOI), and complete and submit allotice of Termination (NOT). E. Detailed guidance on the development of the SWPPP is contained in EPA Publication EPA 832- R-92-005 dated September 1992, titled Storm Water Management for Construction Activities — Develooing Pollution Prevention Plans and Best Management Practices. PART 2 - Specific Requirements: A. The Contractor shall develop, implement and comply with a plan specifically designed for this construction site and including Best Management Practices (BMPs) and controls which prevent the pollution of storm water discharges. B. The Contractor shall incorporate into the SWPPP all applicable requirements specified in state or local sediment and erosion control plans or permits or storm water management plans or permits. The Contractor shall submit a certification that the SWPPP reflects these requirements and that these requirements will be complied with during the term of the contract. C. Prior to commencement of construction, the SWPPP must be prepared and certified by the Contractor. Notice of Intent (NOI) must be forwarded to the Environmental Protection Agency (with an information copy to the Owner) at least 48 hours prior to any land clearing. D. Recordkeeping: The Contractor shall maintain the Plan and the associated records and reports, including documentation of the required inspections. These documents shall be maintained at Runways 4-22 and 8-26 PAPI Construction NPDES Permit Conformance Sebastian Municipal Airport July 2007 01095 -15 r�l ,► the job site until the site is finally stabilized. Thereafter, the Contractor (Permittee) shall keep the SWPPP and all reports for at least three years. E. Report Submittal: The Contractor shall include with each payment request two (2) sets of information copies of all required inspection reports, certifications and notifications. Inspection reports to be submitted shall include both weekly reports and special reports required after rainfall events in excess of 0.5". The regulations specifically require an onsite rain gauge. It is recommended that the Contractor record rainfall amount daily. Payment requests will not be processed in the absence of these submittals. F. When the construction activity has ceased and all areas affected by the work are stabilized, the Contractor shall prepare, certify and submit the required Notice of Termination to the Environmental Protection Agency and the Owner. Final payment application will not be processed in the absence of these submissions. PART 3 - PRODUCTS (Not Applicable) PART 4 - EXECUTION (Not Applicable) Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 1095 01095 - 16 NPDES Permit Conformance July 2007 ^. SECTION 01150-MEASUREMENT AND PAYMENT PART1-GENERAL 1.1 DESCRIPTION: A. Method of Measurement and Payment: This section supplements the Contract and establishes the method of measurement and payment for work performed under this contract. B. Unit Price: Except where lump sum is indicated, payment for work performed shall be made on a unit price basis in accordance with the accepted bid and the method of payment provided in the General Provisions. C. Related Requirements in Other Parts of the Specifications: 1. Bid (Proposal) 2. Agreement. 3. Conditions of the Contract. D. Related Requirements Specified in Other Sections: 1. Summary of Work - Section 01010. 2. Submittals - Section 01300. 3. Contract Closeout - Section 01700. E. Work With No Identified Payment Items: No additional payment will be made for items of work for which a separate payment item is not specified or contained in the Bid Schedule; such work shall be deemed incidental to the project and payment for said work shall be considered as included in the various unit bid prices. 1.2 APPLICATIONS FOR PAYMENT: A. Submittal Schedule: Submit Applications for Payment to the Engineer in accordance with the schedule established by Conditions of the Contract and Agreement between Owner and Contractor. B. Format and Data Required: 1. Submit Applications for Partial Payment on the form required by Owner with itemized data typed on 8 1/2 x 11 inch white paper continuation sheets. 2. Provide itemized data on continuation sheet: Format, schedules, line items and values: Those of the Schedule of Values accepted by the Engineer. C. Preparation of Application for Each Progress Payment: 1. Application Form: a. Fill in required information, including that for Change Orders executed prior to the date of submittal of application. b. Fill in summary of dollar values to agree with the respective totals indicated on the continuation sheets. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01150 -17 Measurement and Payment July 2007 C. Execute certification with the signature of a responsible officer of the contract firm. 2. Continuation Sheets: a. Fill in total list of all scheduled component items of work, with item number and the scheduled dollar.value for each item. b. Fill in the dollar value in each column for each scheduled line item when work has been performed or products stored. Round off values to the nearest dollar, or as provided in the bid. 3. List each Change Order executed prior to the date of submission, at the end of the continuation sheets. a. List by Change Order and description, as for an original component item of work. 1) Submit Applications for Payment to Owner at the times stipulated in the Agreement. b. Number: Four copies of each Application. D. Substantiating Data: 1. When the Owner or Engineer require substantiating data, Contractor shall submit suitable information with cover letter identifying: a. Project. b. Application number and date. C. Detailed list of enclosures. d. For stored products: Item number and identification as shown on application. e. Description of specific material. 2. Submit one copy of data and cover letter for each copy of application. E. Preparation of Application for Final Payment: 1. Fill in application form as specified for progress payments. 2. Use continuation sheet for presenting the final statement of accounting as specified in Contract Closeout - Section 01700. 1.3 MEASURES AND WEIGHTS: A. Contractor Assistance: To aid the Owner in determining all quantities, the Contractor shall, whenever so requested, provide scales, equipment and assistance for weighing or for measuring any of the materials at no cost to the Owner. B. Weights and Measures: Quantities for payment will be the actual weight or actual measure, and no special or trade or so -termed customary allowances will be made, nor will any material, which is lost or misplaced, be included for payment. C. Use of Plan Meter: For estimating quantities in which computation of areas by geometric methods would be comparatively laborious, it is agreed that the plan meter shall be considered an instrument of precision to the measurement of such areas. D. Precedence of Dimensions: Figured dimensions on drawings shall take precedence over measurement by scale, and detailed working drawings are to take precedence over general drawings and shall be considered as explanatory of them and not as indicating extra work. PART 2 - PRODUCTS (Not Applicable) Runways 4-22 and 8-26 PAPI Construction Measurement and Payment Sebastian Municipal Airport July 2007 01150 - 18 PART 3 -EXECUTION (Not Applicable) Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01150 01150 - 19 Measurement and Payment July 2007 SECTION 01300-SUBMITTALS PARTI- GENERAL 1.1 SUBMITTALS BY CONTRACTOR: A. Construction Progress Schedule, B. Certifications as specified in the various sections. C. Shop Drawings and Project Data as specified in the various sections. D. Miscellaneous: I. Weekly Payroll. 2. EEO Reports. 3. DBE Expenditure Report. 4. Safety Plan. 5. Security Plan. 6. Warranties and Bonds. 7. QC Plan. 8. Equipment Manuals 9. Sales Tax Report 10. Other(s) as required. 1.2 PROGRESS SCHEDULE: A. Bar -Chart Schedule: Submit a CPM or linear type bar -chart schedule 7 calendar days prior to the preconstruction conference date established for the work. On the schedule, indicate a time bar for each major category or unit of work to be performed at the site, properly sequenced and coordinated with other elements of work. Show completion of the work sufficiently in advance of the date established for substantial completion of work. 1. Superimpose an S-curve on the schedule to show the "estimated" total dollar -volume of work performed at any date during the contract time, with a column of cost figures in the left hand margin ranging from zero to the contract sum. 2. Submittal Tabulation: With the bar -chart submittal, submit tabulation, by date, of the submittals, which are required during the first 30 days of construction time. At the Contractor's option, submittal dates may be shown on the bar -chart schedule, in lieu of being tabulated. B. Phasing: Arrange schedule with notations to show how sequence of work is affected by requirements for phased completion, limitations of continued utilization, non -interrupt able services, use prior to substantial completion, site restrictions, runway and/or taxiway closures, provisions for future work, seasonal variations, environmental control, and similar provisions of total project. Phase I schedule is required at the preconstruction meeting. Each subsequent phasing schedule is required at least two weeks before the phase is to begin. Refer to other sections of the General Requirements and other contract documents for requirements. C. Distribution: Following the initial submittal to and response by the Engineer, print and distribute progress schedules to the Engineer (3 copies), Owner, separate contractors, principal Runways 4-22 and 8-26 PAPI Construction Submittals Sebastian Municipal Airport July 2007 01300 - 21 1.3 subcontractors and suppliers or fabricators, and others with a need -to -know schedule - compliance requirement. Post copies in the project meeting room and temporary field office. When revisions are made, distribute updated issues to the same entities and post updated issues in the same locations. Delete entities from distribution when they have completed their assigned work and are no longer involved in the performance of scheduled work. D. Update: Contractor shall update the schedule monthly for duration of construction. SHOP DRAWINGS AND PRODUCT DATA: A. Scope: Submit shop drawings, certifications, and product data for all products to be incorporated in the work. B. Shop Drawings Shall: 1. Be original drawings, prepared by the Contractor, subcontractor, supplier, or distributor, which illustrate some portion of the work; showing fabrication, layout, setting, or erection details. 2. Be prepared by a qualified detailer. 3. Identify details by reference to sheet and detail numbers shown on Contract Drawings. 4. Be sheet size 24 in, x 36 in. 5. Be reproduced for submittals on opaque diazole prints or blueprints. C. Product Data Shall: 1. Include manufacturer's standard schematic drawings. The Contractor shall: a. Modify drawings to delete information, which is not applicable to project. b. Supplement standard information to provide additional information applicable to project. 2. Include manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data The Contractor shall: a Clearly mark each copy to identify pertinent materials or products. b. Show dimensions and clearances required. C. Show performance characteristics and capacities. D. The Contractor Shall: 1. Be responsible for all submittals. 2. Review shop drawings and product data prior to submission 3. Verify: a Field measurements. b. Field construction criteria c. Catalog numbers and similar data 4. Coordinate each submittal with the requirements of the work and of the Contract Documents. S. Notify the Engineer, in writing at time of submission, of deviations in submittals from requirements of the Contract Documents. 6. Begin no work, which requires submittals until the return of submittals with the Engineer's stamp and initials or signature indicating review. 7. After the Engineer's review, distribute copies. E. Contractor's Responsibilities: Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01300 - 22 Submittals July 2007 1. Contractor's responsibility for errors and omissions in submittals is not relieved by the Engineer's review of submittals. 2. Contractor's responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by the Engineer's review of submittal, unless the Engineer gives written acceptance of specific deviations. F. Submission Requirements Include: I. The shop drawings shall -be submitted in sufficient time to allow discussion and correction prior to beginning the work. Work shall not be performed nor materials ordered prior to the review of the drawings except at the Contractor's risk. 2. Submit 4 copies of all shop drawings after which 1 copy will be returned for correction or marked reviewed as noted. Any drawings returned for correction must be resubmitted with same number of copies as required above. Engineer will distribute copies to: 1. Engineer 2. City of Sebastian Airport 3. City of Sebastian Building Department 4. Contractor 3. All submittals must be accompanied by a transmittal letter, in duplicate, containing: a. Date. b. Project title and number. C. Contractor's name and address. d. The number of each shop drawing and product data submitted. e. Notification of deviations from Contract Documents. f. Other pertinent data. 4. Submittals shall include the following, as applicable: a. Date and revision dates. b. Project title and number. c. The names of: 1) Engineer. 2) Contractor. 3) Subcontractor. 4) Supplier. 5) Manufacturer. 6) Separate detailer when pertinent. d. Identification of product or material. e. Relation to adjacent structure or materials. f. Field dimensions, clearly identified as such. g. Specification item or section number. h. Applicable standards, such as ASTM number or Federal Specification. i. A blank space, 5 in. x 5 in., for the Engineer's stamp. j. Identification of deviations from the Contract Documents. k. Contractor's stamp, initialed or signed, certifying Contractor's review of submittal, verification of field measurements, and compliance with Contract Documents. G. Resubmission Requirements Include: 1. Revision of initial drawings as required and resubmittal as specified for initial submittal. 2. An indication on the drawings of any changes, which have been made, other than those requested by the Engineer. 3. On product data resubmittals, include new data as required for initial submittal. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01300 - 23 Submittals July 2007 t. H. Distribution to Others: After review and approval, the Contractor shall distribute copies of shop drawings and product data which carry the Engineers stamp to others as may be required. Shop Drawings and Product Data: 1. Submit notarized certifications cosigned by manufacturer/supplier and Contractor for: a. Storm drainage pipe, castings and structure materials. b. Fencing components. C. Pavement sub base, base, and surfacing and related materials. d. Grass seed. e. Structural concrete materials. f. Reinforcing steel. g. Pavement marking paint. h. Electrical wire and fixtures. i. Lighting components. j. All other products as required by the drawings, specifications, and Engineer. 2. Submit shop drawings, product data and steel placement plans for: a. All cast -in -place or precast structures. b. Catch basin and manhole grate cover and frame castings. C. Concrete and asphalt mix designs. d. All other products as required by the drawings, specifications, and Engineer. 1.4 MISCELLANEOUS: A. Equipment Manual; Prepare an Installation, Operation, and Maintenance Manual for all equipment installed as a part of this contract. This manual shall be a vinyl notebook with ring bound compilation of manufacturers' instructions and maintenance manuals. Prepare this manual, marking out sections, which do. not apply, and present four (4) copies to the Owner through the Engineer after the final inspection is complete. Final payment will not be processed until the Owner has received and accepted the Manual. B. Weekly Payrolls: 1. In accordance with Section 130 of the General Provisions submit certified . weekly payrolls for prime contractor and all subcontractors working at project site. 2. Submit payrolls no later than 7 calendar days after pay period. Payrolls will be considered current if received within 10 calendar days after last workday of payroll workweek. A workweek is the seven day period between midnight Sunday and midnight the following Sunday. 3. The Contractor is responsible for submission of payrolls by his subcontractors. 4. Submit a typed summary sheet with each payroll submission listing by week when contractor and each subcontractor worked at site. 5. A payroll submission is only required for weeks when Contractor or subcontractor is actually working at the site. C. EEO Reports: 1. Contractor shall submit Monthly Employment Utilization Report and Annual EEOA Report to the appropriate Federal Labor Area Office in accordance with Section 130 of the General Provisions. Submit copy of submittal to Owner for his records. 2. Prime Contractor shall insure that all his first tier subcontractors submit these reports and shall submit a sworn statement to Owner monthly certifying that all subcontractor reports have been submitted as required. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01300 - 24 Submittals July 2007 D. DBE Expenditure Reports: With each application for payment, the Contractor shall submit his DBE expenditure report indicating the name, date and amount disbursed to his DBE subcontractors forthe period as well as for the project to date expenditure. E. Security Plan: At preconstruction conference, submit for approval proposed security plan describing specifically how security will be maintained at each access point and work area by Contractor's forces. F. Warranties and Bonds: Submit as specified in Section 01740. G. Sales Tax Report: With each application for payment, the Contractor shall submit his Sales Tax Report on form attached to Section 00800. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01300 01300 - 25 Submittals July 2007 AON PARTI-GENERAL 1.1 1.2 SECTION 01400-QUALITY CONTROL SERVICES RELATED DOCUMENTS: Drawings, General Provisions, Supplementary Conditions, Specifications, and other Contract Documents apply to work of this section. DESCRIPTION OF REQUIREMENTS: A. General: Required inspection and testing services are intended to assist in the determination of probable compliance of the work with requirements specified or indicated. These required services do not relieve the Contractor of responsibility for compliance with these requirements or for compliance with requirements of the Contract Documents. B. Specified Inspection and Tests: Inspection, tests and related actions specified in this section and elsewhere in the Contract Documents are not intended to limit the Contractor's own quality control procedures which facilitate overall compliance with requirements of the Contract Documents. 1.3 C. Contractor Quality Control: Requirements for the Contractor to provide quality control services as required by the Engineer, the Owner, and the provisions of this section do not limit governing authorities or other authorized entities. D. Contractor's Quality Control Personnel and Laboratory: Contractor shall conform to the requirements of the Agreement and all technical specifications as listed in this manual. RESPONSIBILITIES: A. Contractor Responsibilities: Contractor is responsible for his own quality control testing and inspection to insure the quality of his means and methods of construction will produce the specified quality of work, and for any tests and inspections required by regulatory agencies. Costs for these services shall be included in the contract sum. The Contractor may employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services specified, or qualified contractor personnel may perform these services. B. The Contractor shall submit for Engineer's approval a Quality Control (QC) Plan delineating his methods for each item requiring inspections, tests, and similar services. C. Quality Assurance: The Owner will engage and pay for the services of an independent agency to perform inspections and tests of materials for Quality Assurance. The Owner's quality assurance testing shall in no way relieve the Contractor of the responsibility for providing the quality materials, workmanship and testing required to comply with these specifications. D. Retest Responsibility: Where results of required inspections, tests, or similar services prove unsatisfactory and do not indicate compliance with the requirements of the Contract Documents, then retests are the responsibility of the Contractor, and shall be deducted from monies due the Contractor on his monthly pay request, regardless of whether the original test Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01400 - 27 Quality Control Services July 2007 ^, pofthl was the Contractor's responsibility. Retesting of work revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original work. E. Responsibility for Associated Services: The Contractor is required to cooperate with the independent agencies performing required inspections, tests, and similar services. Provide such auxiliary services as are reasonably requested. Notify the testing agency sufficiently in advance of operations to permit assignment of personnel. These auxiliary services include but are not necessarily limited to the following: 1. Providing access to the work. 2. Taking samples or providing assistance with taking samples. 3. Delivery of samples to test laboratories. 4. Security and protection of samples and test equipment at the project site. 5. Surveying services required establishing horizontal and vertical location of tests by Engineer's quality assurance testing laboratory. 1.4 SCHEDULE OF SERVICES: Each specification section identifies principal inspections, tests and similar services required by the Contractor Documents. PART 2 - PRODUCTS (Not Applicable) PART 3-EXECUTION 3.1 REPAIR AND PROTECTION: Upon completion of inspection, testing, sample -taking, and similar services performed on the work, repair damaged work and test sites to eliminate deficiencies. Protect work exposed by or for quality control service activities, and protect repaired work. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing or similar services. 3.2 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01400 01400 - 28 Quality Control Services July 2007 SECTION 01510-TEMPORARY FACILITIES PARTI- GENERAL 1.1 DESCRIPTION: A. Contractor shall furnish, install and maintain temporary utilities required for construction and other temporary facilities as indicated; remove on completion of work. B. Related requirements are specified in other sections of the specifications. 1.2 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. PART2-PRODUCTS PART 3-EXECUTION 3.1 TEMPORARY WATER: A. Provide water for construction purposes; pay all costs for installation, maintenance and removal, and service charges for water used. B. The site is served by a municipal water system. The Contractor shall make arrangements for securing and providing necessary water as required for the performance of the work. 3.2 TEMPORARY SANITARY FACILITIES: A. Provide sanitary facilities in compliance with laws and regulations. B. Service, clean and maintain facilities and enclosures. 3.3 TEMPORARY SUPPORT FACILITIES: A. General: Provide reasonably neat and uniform in appearance temporary support facilities acceptable to the Engineer and the Owner. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01510 - 29 Temporary Facilities July 2007 e%� � B. Siting: Locate field offices, storage and fabrication sheds and other support facilities for easy access to the work. Position office so that windows give the best possible view of construction activities. C. Maintenance: Maintain storage and fabrication sheds, temporary sanitary facilities, waste collection and disposal systems, and project identification and temporary signs until project completion. D. Staging Area: Contractor shall prepare his staging area and access road by grading, drainage, and placing a four (4) inch thick stone base of coarse aggregate (#57 stone) over the entire staging area and access road(s). The Contractor shall apply a periodic top dressing to the stone base in order to minimize any fugitive dust or mud during the construction period. Upon completion of the project, the stone base shall be completely removed, the site graded to drain, and then seeded and mulched. E. Access and Haul Roads: 1. Locations of access and haul roads will be approved by the Engineer and are shown on the drawings These roads will be located to minimize conflict with Airport operations and shall be maintained, well defined, and confined to the minimum area required. Damaged roads shall be promptly repaired by the Contractor to the satisfaction of the Engineer at no cost to the Owner. 2. The Contractor shall utilize existing access and haul roads and shall maintain the roads as required to create no dust. All project traffic must be routed through these areas. The Contractor shall provide all markings required to clearly define the access and haul roads. 3.The Contractor will be responsible for obtaining any necessary driveway permit(s) from local or state agencies for.access and haul roads. 4. If access or haul roads cross a utility, the Contractor shall protect the utility as directed by the Owner of the utility. 5. There shall be no direct payment for the construction, maintenance, and removal of access and haul roads. F. Facilities for Night Work: 1. To perform construction activities at night, Contractor shall furnish, install and maintain temporary construction lights to illuminate night work areas during hours of darkness. The equipment used for lighting shall provide a sufficient amount of light to illuminate the work areas satisfactorily for construction and inspection. The Contractor may be required to provide additional lighting units, as directed by the Engineer. Upon completion of each nighttime operation, the lighting equipment shall be removed from the construction area and stored in.the Contractor's storage area 2. The Contractor will be required to coordinate lighting positions with ATC prior to any night work. This coordination will be accomplished and requested through the Engineer. 3. No direct payment shall be made for this item. 3.4 EXECUTION, GENERAL: Maintain and operate systems to assure continuous service. 3.5 REMOVAL: A. Completely remove temporary materials and equipment when their use is no longer required. Runways 4-22 and 8-26 PAPI Construction Temporary Facilities Sebastian Municipal Airport July 2007 01510 - 30 B. Clean and repair damage caused by temporary installations or use of temporary facilities. Restore grassed and paved areas to their pre -construction condition. 3.6 MEASUREMENT AND PAYMENT: There shall be no separate measurement and payment for Temporary Facilities. All provision and removal costs shall be included in Item 01000, Mobilization. END OF SECTION 01510 Runways 4-22 and 8-26 PAPI Construction Temporary Facilities Sebastian Municipal Airport July 2007 O1510 - 31 SECTION 01600-MATERIALS AND EQUIPMENT PART1-GENERAL 1.1 REQUIREMENTS: A. Material, Equipment, and Products Incorporated Into the Work shall conform to applicable specifications and standards; shall comply with size, make, type and quality specified, or as specifically approved in writing by the Engineer; and shall not be used for any purpose other than that for which it is designed or is specified. B. Manufactured and Fabricated Products shall be designed, fabricated and assembled in accordance with the best engineering and shop practices. Like parts of duplicate units shall be manufactured to standard sizes and gages, to be interchangeable. Products shall be suitable for service conditions. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless Engineer specifically approves variations in writing. C. Related Requirements in Other Parts of the Project Manual: Conditions of the Contract. D. Standardization: Unless otherwise approved by the Engineer, items and equipment of a similar type and function shall be furnished by one manufacturer to standardize on replacement parts, service calls, operation and maintenance matters, and to avoid a division of responsibility among several manufacturers. E. A single supplier shall be used on principal items of equipment and systems where one or more components are not manufactured by the principal supplier; this is required to place performance and service responsibilities for the entire unit or system with only one supplier or manufacturer. 1.2 PRODUCTS SUBSTITUTIONS AND OPTIONS: A. Products List: Contractor shall submit a complete list of products to be incorporated into the work (with the name of the installing contractor) at the Preconstruction Conference required by these specifications. B. Contractor's Options: 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named, which complies with the specifications. C. Product Substitutions: Contractor shall submit, at the Preconstruction Conference, all requests for product substitutions. No requests for substitutions will be accepted from manufacturers or suppliers. Submit a separate written request for each product, supported with complete data, with drawings and samples as appropriate, including: 1. Comparison of the qualities of the proposed substitution with that specified. 2. Changes required in other elements of the work because of the substitution. Runways 4-22 and 8-26 PAPI Construction Materials and Equipment Sebastian Municipal Airport July 2007 01600 - 33 3. Effect on the construction schedule. 4. Cost data comparing the proposed substitution with the product specified. 5. Any required license fees or royalties. 6. Availability of maintenance service, and source of replacement materials. Engineer shall be the judge of the equality and acceptability of the proposed substitution. If Engineer determines the proposed substitute product is not "equal" to the specified product, the Contractor must provide the specified product, subject to Engineer's shop drawing review and approval. No further requests for substitutions will be considered after Preconstruction Conference. D. Contractor's Representation: A request for a substitution constitutes a representation that Contractor: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will provide the same warranties or bonds for the substitution as for the product specified. 3. Will coordinate the installation of an accepted substitution into the work, and make such other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently E. Engineer's Review: Engineer will review requests for substitutions with reasonable promptness and notify Contractor, in writing, of the decision to accept or reject the requested substitution. 1.3 MANUFACTURER'S INSTRUCTIONS: A. Printed Instructions: When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, Contractor shall obtain and distribute copies of such instructions to parties involved in the installation, including copies to Engineer. Maintain one set of complete instructions at the job site during installation and until completion and acceptance. B. Strict Compliance: Handle, install, connect, clean, condition, and adjust products in strict accord with such instructions and in conformity with specified requirements. Should job conditions or specified requirements conflict with manufacturer's instruction, consult with Engineer for further instructions. Do not proceed with work without clear instructions. C. Complete Compliance: Perform work in accord with manufacturer's instructions. Do no omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents. 1.4 TRANSPORTATION AND HANDLING: A. Deliveries: Contractor shall arrange deliveries of products in accord with construction schedules; coordinate to avoid conflict with work and conditions at the site. Deliver products in undamaged condition, in manufacturers original containers or packaging, with identifying labels intact and legible. Immediately on delivery, inspect shipments to assure compliance with Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport Materials and Equipment July 2007 01600 - 34 .^ A00\ requirements of contract documents and approved submittals, and that products are properly protected and undamaged. B. Handling: Provide equipment and personnel to handle products by methods to prevent soiling or damage of products or packaging. 1.5 STORAGE AND PROTECTION: A. Storage: Store products in accord with manufacturer's instructions, with seals and labels intact and legible. Store products subject to damage by the elements in weather tight enclosures. Maintain temperature and humidity within the ranges required by manufacturer's instructions. B. Exterior Storage: Store fabricated products above the ground, on blocking or skids; prevent soiling or staining. Cover products, which are subject to deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation. Store loose granular materials in a well -drained area on solid surfaces to prevent mixing with foreign matter. C. Storage Inspection: Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. D. Protection After Installations: Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. PART 2 - PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01600 01600 - 35 Materials and Equipment July 2007 rAQ SECTION 01700-CONTRACT CLOSEOUT PART1-GENERAL 1.1 REQUIREMENTS: A. Comply with requirements stated in conditions of the contract and in specifications for administrative procedures in closing out the work. B. Related requirements in other parts of the Project Manual including fiscal provisions, legal submittals and additional administrative requirements: Conditions of the contract. C. Related requirements specified in other sections: 1. Closeout submittals required of trades: The respective sections of specifications. 2. Project Record Documents: Section 01720. 3. Warranties and Bonds: Section 01740. 1.2 SUBSTANTIAL COMPLETION: The conditions and procedures for inspection and Contractor's, Engineer's and Owner's responsibilities pertaining to substantial completion are as specified in the General Provisions and in the Supplementary Conditions. PART 2 - PRODUCTS (Not Used) PART 3-EXECUTION 3.1 FINAL INSPECTION: Shall be in accordance with conditions and procedures outlined in the Contract Documents. When Engineer finds that the work is acceptable under the Contract Documents, he will request required Contractor's Closeout Submittals. 3.2 REINSPECTION FEES: Should Engineer perform reinspections due to failure of the work to comply with the claims of status of completion made by the Contractor, the Owner will compensate Engineer for such additional services. The Owner will deduct the amount of such compensation from the final payment due the Contractor. 3.3 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER: A. Evidence of compliance with requirements of governing authorities: Certificates of Inspection. B. Project Record Documents: Conform to requirements of Section 01720. C. Warranties and Bonds: Conform to requirements of Section 01740. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01700 - 37 Contract Closeout July 2007 OWN D. Evidence of payment and 'release of liens: To requirements of General Provisions and Supplementary Conditions. E. Certificates of Insurance for products and completed operations. F. Once the Engineer has determined the work is acceptable under the Contract Documents, he will famish the Contractor appropriate number of copies of the following forms, copies of which are attached: 1. Contractor Warranty Form 2. Affidavit of Payment 3. Affidavit of Release of Liens 4. Final Waiver of Lien 5. Consent of Surety for Final Payment 6. Final DBE Participation Report 7. Contractor's Sales Tax Report 3.4 PAYMENT: No separate payment will be made under this section for work described or specified herein. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01700 01700 - 38 Contract Closeout July 2007 AFFIDAVIT OF PAYMENT To All Whom It May Concern: WHEREAS, the undersigned has been employed by CONTRACTOR to furnish labor and materials for RUNWAYS 4.22 ANb 8-26 PAPI CONSTRUCTION work, under a contract for the improvement of property described as RUNWAYS 4- 22 AND 8-26 PAPI CONSTRUCTION in The City of Sebastian County of MIAN RIVER State of Florida of which THE CITY OF SEBASTIAN is the Owner, NOW, THEREFORE, this _ day of , 200_, The undersigned, as the Contractor for the above -named Contract pursuant to the Conditions of the Contract hereby certifies that to the best of his knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services, who have or may have liens against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) ATTACHMENTS: 1. Consent of Surety to Final Payment. (Whenever Surety is involved, Consent of Surety is required.) 2. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 3. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers. 4. Contractor's Affidavit of Release of Liens. CONTRACTOR (Name of sole ownership, corporation or partnership) (Signature of Authorized Representative) (Affix corporate seal here) ft"M ] Runways 4-22 and 8-26 PAPI Construction Contract Closeout Sebastian Municipal Airport July 2007 01700 - 39 AFFIDAVIT OF RELEASE OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by CONTRACTOR to furnish labor and materials for RUNWAYS 4-22 AND 8-26 PAPI CONSTRUCTION work, under a contract for the improvement of property described as PROJECT in The City of Sebastian County of INDIAN RIVER, State of Florida of which THE CITY OF SLBASTIAN is the Owner, NOW, IIiE?REFORE, this _ day of . 200_, The undersigned, as the Contractor for the above -named Contract pursuant to the Conditions of the Contract hereby certifies that to the best of his knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, tabor or services, who have or may have liens against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) ATTACHMENTS: 1. Contractors Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers. SUBCONTRACTOR (Name of sole ownership, corporation or partnership) (Signature of Authorized Representative) TITLE Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport (Affix corporate seal here) 01700 - 40 Contract Closeout July 2007 A-, FINAL WAIVER OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by CONTRACTOR to furnish labor.and materials for RUNWAYS 4-22 AND 8-26 PAPI CONSTRUCTION work, under a contract for the improvement of property described as PROJECT in The City of Sebastian County of INDIAN RIVCR, State of Florida of which THE CITY OF SEBASTIAN is the Owner, NOW, THEREFORE, this _ day of . 200_. for and in consideration of the sum of Dollars paid simultaneously herewith, the receipt whereof is hereby acknowledged by the undersigned, the undersigned does hereby waive and release any lien rights to, or claim of lien with respect to and on said above - described premises, and the improvements thereon, and on the monies or other considerations due to become due from the owner, on account of labor, cervices, material, fixtures, apparatus of machinery heretofore or which may hereafter be furnished by the undersigned to or for the above -described premises by virtue of said contract. CONTRACTOR (Name of sole ownership, corporation or partnership) (Signature of Authorized Representative) (Affix corporate seal here) IYttl0:4 Runways 4-22 and 8-26 PAPI Construction Contract Closeout Sebastian Municipal Airport July 2007 01700 41 ooff*� �WN CONTRACTOR WARRANTY FORM Project Name RUNWAYS 4-22 AND 8-26 PAPI Location LOCATION Owner THE CITY OF SEBASTIAN We, CONTRACTOR, Contractor for the above referenced project, do hereby warrant that all labor and materials furnished and work performed are in accordance with the Contract Documents and authorized modifications thereto, and will be free from. defect due to defective materials or workmanship for a period of one year from Date of Substantial Completion. This warranty commences on (Date of Substantial Completion Affixed by Engineer) and expires on (One Year From Commencement Date) This warranty covers that portion of the project described below: Should any defect develop during the warranty period due to improper materials, workmanship or arrangement, the defect shall, upon written notice by the Owner, be made good by the Undersigned at no expense to the Owner. Nothing in the above shall be deemed to apply to work which has been abused or neglected by the Owner. Date CONTRACTOR (Name of sole ownership, corporation or partnership) (Signature of Authorized Representative) TITLE Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport (Affix corporate seal here) 01700 - 42 Contract Closeout July 2007 1_ CONSENT OF SURETY FOR FINAL PAYMENT Project Name RUNWAYS 4-22 AND 8-26 PAPI CONSTRUCTION Location LOCATION Owner THE CITY OF SEBASTIAN Type of Contract Construction Amount of Contract $ In accordance with the provisions of the above -named contact between the Owner and the Contractor, the following named surety: 3.1 SURETY on the Payment Bond of the following named Contractor: CONTRACTOR hereby approves of final payment to the Contractor, and further agrees that said final payment to the Contractor shall not relieve the Surety Company named herein of any of its obligations to the following named Owner: as set forth in said Surety company's bond: THE CITY OF SEBASTIAN IN WITNESS WHEREOF, the Surey Company has hereunto set its hand and seal this DAY day of MONTH 200 SURETY (Signature of Authorized Representative) (Affix corporate seal here) TITLE IF SIGNED BY ATTORNEY -IN -FACT, POWER OF ATTORNEY MUST BE ATTACHED. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01700 - 43 Contract Closeout July 2007 SECTION 01710-CLEANING AND DISPOSAL PART4-GENERAL 4.1 DESCRIPTION: Contractor shall execute cleaning during progress of the work and at completion of the work as required by the General Provisions and other specification documents. 4.2 DISPOSAL REQUIREMENTS: A. Conduct cleaning and disposal operations to comply with all local, state and federal codes, ordinances, regulations, and anti -pollution laws; and with airport and construction safety requirements. B. All disposals of waste materials shall be off airport property at locations approved by the Engineer. C. Contractor shall be responsible for arranging for and obtaining off -site disposal areas, including payment for all costs associated with such disposal. 4.3 SUBMITTALS: Prior to beginning work, submit a Disposal Plan for the satisfactory disposal of all waste materials and debris. Submit two (2) copies of the disposal site owner's written permission for such disposal with Disposal Plan. PARTS -PRODUCTS 5.1 MATERIALS: A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 6-EXECUTION 6.1 CLEANING: Execute periodic cleaning to keep the work, site and adjacent properties free from accumulations of waste materials, rubbish, windblown debris, and dust resulting from Runways 4-22 and 8-26 PAPI Construction Cleaning and Disposal Sebastian Municipal Airport July 2007 01710 - 45 construction operations. Provide on -site containers for the.collection of waste materials, debris and rubbish. Remove waste materials, debris and rubbish from the site periodically and dispose of at approved locations. 6.2 BARRIERS AND PROTECTION: Protect existing structures and vegetation from cleaning and disposal operations as required. 6.3 DUST CONTROL: Schedule cleaning and other operations so that dust and other contaminants resulting there from will not fall on wet or newly coated surfaces, will not damage or contaminate aircraft, and will not unduly affect the work of other airport tenants. 6.4 DISPOSAL OF DEBRIS AND WASTE MATERIALS: A. If permitted by Owner and local, state and federal regulations, Contractor may dispose of combustible materials on -site by burning. Unguarded fires will not be permitted. Burning will be restricted as follows: 1. Burning of poison oak, poison ivy or other plants of similar nature will be prohibited. 2. Tires or other combustible waste material shall not be used to augment burning. 3. Burning operations that may in any way be hazardous to air operations will not be allowed. B. Non-combustible and waste materials and ashes shall be removed from the site and disposed of in accordance with the Disposal Plan. 6.5 PAYMENT: No separate payment will be made under this section for work described or specified herein. END OF SECTION 01710 Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01710 - 46 Cleaning and Disposal July 2007 /► SECTION 01720-PROJECT RECORD DOCUMENTS PART1-GENERAL 1.1 GENERAL REQUIREMENTS: A. Contractor shall maintain at the site as specified herein for the Owner one record copy of: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change orders and other modifications. 5. Engineer field orders or written instructions. 6. Approved shop drawings, product data and samples. 7. Field test records. S. Laboratory test records. B. Related requirements in other parts of the Project Manual: Conditions of the Contract. PART 2 - PRODUCTS (Not Used) PART 3-EXECUTION 3.1 MAINTENANCE OF DOCUMENTS AND SAMPLES: A. Store record documents and samples in Contractor's field office apart from documents used for construction. B. File documents and samples in accordance with data filing format of the Construction Specifications Institute - MASTERFORMAT. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by Engineer. 3.2 RECORDING: A. Stamp or label each document "PROJECT RECORDS" in 3/4-inch letters. B. During daily progress of the work, the job superintendent for the Contractor shall record information concurrently with construction progress. Do not conceal any work until required information is recorded. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01720 - 47 Project Record Documents July 2007 ,A",*, OON C. Drawings: Legibly mark to record actual construction in color codes designated by the Engineer. D. All field data for record information shall be obtained by a surveyor who is a Registered Land Surveyor (RLS) in the state of Florida. All field notes to determine the "as -built' conditions shall be sealed by the RLS who performed the survey and shall be submitted to the Engineer. E. Record Information includes but is not limited to the following: 1. Depths of various elements of foundation in relation to finish reference datum. 2. Horizontal and vertical locations of pavements and underground utilities and appurtenances, referenced to permanent surface improvements or finish reference datum. 3. Field changes of dimension and detail. 4. Changes made by field order or by change order. 5. Details not on original contract drawings. 6. Extent and dimensions of pavement removal. 7. Any other changes in the plans. 8. Storm drainage system construction: a. Exact distance between all catch basins, manholes, points of intersection, and line terminals or headwalls. b. The invert elevation of the end of all pipes, stub outs, and headwalls. C. The rim (top of frame) or top of grate and invert elevations of all manholes, catch basins, and other structures. 9. Electrical construction identification: a. Exact distance between all manholes and points of intersection. b. Exact size and location of duct bank or cable ran and what circuits it feeds. c. Exact location of any lines abandoned in place. d. Exact location, type, and size of runway and taxiway edge lights, centerline lights, and/or touchdown zone lights. e. Rim and invert elevation of all manholes and duct banks. f. Depth of cover on direct burial lines. g. Locations of cable splices. In. Location and description of signs. F. Specifications and addenda: Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by change order. G. All horizontal control dimensions shall be to the nearest tenth of a foot. Elevations shall be to the nearest one -hundredth of a foot. H. Set one (1) Concrete Benchmark and document location and elevation data 3.3 SUBMITTAL: A. At the close of the job and prior to receipt of final payment, the Contractor shall deliver to the Engineer for the Owner one complete set of Record Documents. B. Accompany submittal with transmittal letter containing: I. Date. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport 01720 - 48 Project Record Documents July 2007 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. 3.4 PAYMENT: No separate payment will be made under this section for work described or specified herein. The cost of this work shall be considered incidental to and included in other items of work. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01720 01720 - 49 Project Record Documents July 2007 SECTION 01740-WARRANTIES AND BONDS PART1-GENERAL 1.1 GENERAL REQUIREMENTS: A. Contractor shall: I. Compile specified warranties and bonds. 2. Compile specified service and maintenance contracts. 3. Co -execute submittals to verify compliance with Contract Documents. 4. Review submittals to verify compliance with Contract Documents. 5. Submit to Engineer for review and transmittal to Owner. B. Related requirements in other parts of the Project Manual: 1. Bid Bonds: Instructions to bidders. 2. Performance Bond and Payment Bond: Conditions of the contract. 3. General warranty of construction: Conditions of the contract. C. Related requirements specified in other sections: 1. Warranties and Bonds required for specific products: specifications. 2. Provisions and duration of Warranties and Bonds: specifications, which specifies the product. 3. Contract closeout: Section 01700 4. Equipment Manuals: Section 01300 PART 2 - PRODUCTS (Not Used) PART 3-EXECUTION 3.1 SUBMITTAL REQUIREMENTS: Each respective section of The respective section of A. Assemble warranties, bonds, and service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and subcontractors. B. Number of original signed copies required: Two (2) each. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. I. Product or work item. 2. Firm, with name of principal, address and telephone number. 3. Scope. 4. Date of beginning of warranty, bond, or service and maintenance contract. 5. Duration of warranty, bond, or service and maintenance contract. 6. Provide information for Owner's personnel: Runways 4-22 and 5-26 PAPI Construction Warranties and Bonds Sebastian Municipal Airport July 2007 01740 - 51 a. Proper procedure in case of failure. b. Instances, which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. 3.2 FORM OF SUBMITTALS: A. Prepare in duplicate packets. B. Format: 1. Size 8 1/2 inches x 11 inches. Punch sheets for 3-ring binder. Fold larger sheets to fit into binders. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List: a. Project title and number. b. Owner's name. C. Contractor's name and address. C. Binders:_ Commercial quality, 3-ring, with durable and cleanable plastic covers. 3.3 TIME OF SUBMITTALS: A. Submit within ten (10) days after date of substantial completion, and prior to final request for payment. B. For items of work where acceptance is delayed materially beyond the date of substantial completion, provide updated submittal within ten (10) days after acceptance, listing the date of acceptance as the start of the warranty period. 3.4 SUBMITTALS REQUIRED: Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of specifications. 3.5 PAYMENT: No separate payment will be made under this section for work described or specified herein. Runways 4-22 and 8-26 PAPI Construction Sebastian Municipal Airport END OF SECTION 01740 01740 - 52 Warranties and Bonds July 2007 AdI,, OOON ITEM L-108 UNDERGROUND POWER CABLE FOR AIRPORTS DESCRIPTION 108-1.1 This item shall consist of furnishing and installing power cables direct buried and furnishing and/or installing power cables within conduit or duct banks -in accordance with these specifications at the locations shown on -the plans. It includes excavation and backfill of trench for direct -buried cables only. Also included are the installation of counterpoise wires, ground wires, ground rods and connections, cable splicing, cable marking, cable testing, and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the Engineer. This item shall not include the installation of duct banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of any cable for FAA facilities. Requirements and payment for trenching and backfilling for the installation of underground conduit and duct banks is covered under Item L-I10 "Airport Underground Electrical Duct Banks and Conduits." EQUIPMENT AND MATERIALS 108-2.1 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be approved under the Airport Lighting Equipment Certification Program described in Advisory Circular (AC) 150/5345-53, current version. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification, when requested by the Engineer. c. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. d. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non - pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. [The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section.] The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least [twelve (12) months] from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. The Contractor shall be responsible to maintain an insulation resistance of 50 megohms minima, (1000V megger) with isolation transformers connected in new circuits and new segments of existing circuits through the end of the contract warranty period. Sebardan Munfdpal Airport Runways 4-22 and 8-26 PAPI Construction July 2007 L-108-1 108-21 CABLE. Underground cable for airfield lighting facilities (runway and taxiway lights and signs) shall be Type C, No. [8] or No. [6] AWG, copper, 7 strand, single conductor cable with 5,000 volt cross -linked polyethylene insulation and shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airfield lighting transformers and fixtures. Wire for electrical circuits up to 600 volts shall comply with Specification L-824 and/or Federal Specification J-C- 30 and shall be type THWN-2. Cable type, size, number of conductors, strand and service voltage shall be as specified on the plans. 108-2.3 BARE COPPER WIRE (COUNTERPOISE OR GROUND) AND GROUND RODS. Wire for counterpoise or ground -installations for airfield lighting systems shall be No. 6 AWG solid for counterpoise and or No. 6 AWG stranded for ground wire conforming to ASTM B 3 and ASTM B 8, and shall be bare copper wire conforming to the requirements of ASTM D 33. Ground rods shall be copper -clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case shall they be less than 8-feet (240 cm) long nor less than 518 inch (15 mm) in diameter. 108-2A CABLE CONNEMONS. In -line connections of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below. No separate payment will be made for cable connections. a. The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by Minnesota Mining and Manufacturing Company, "Sootchcasf' Kit No. 82--B, or as manufactured by Hysol Corporation, "Hyseal Epoxy Splice" Kit No. E1135, or equivalent, is used for potting the splice is acceptable. b. The Field -attached Plug-in Splice. Figure 3 of AC 150/5345-26, Specification for L-823 Plug and Receptacle, Cable Connectors, employing connector kits, is acceptable4or field attachment to single conductor cable. It shall be the Contractor's responsibility to determine the outside diameter of the cable to be spliced and to furnish appropriately sized connector kits and/or adapters and heat shrink tubing with integral sealant. c.The Factory -Molded Plug-in Splice. Specification for L-.823 Connectors, Factory -Molded to Individual Conductors, is acceptable. d. The Taped or Heat-Shrinked Splice. Taped splices employing field -applied rubber, or synthetic rubber tape covered with plastic tape is acceptable. The rubber tape should meet the requirements of ASTM D 4388 and the plastic tape should comply with Mil Spec. MQ,-I-24391or Fed. Spec. A-A-55809. Heat shrinkable tubing shall he heavy -wall, self-sealing tubing rated for the voltage of the wire being spliced and suitable for direct -buried installations. The tubing shall be factory coated with a thermoplastic adhesive -sealant that will adhere to the insulation of the wire being spliced forming a moisture- and dirt -proof seal. Additionally, heat shrinkable tubing for multi -conductor cables, shielded cables, and armored cables shall be factory kits designed for the application. Heat shrinkable tubing and tubing kits shall be manufactured by Tyco Electronics/ Raychem Corporation, Energy Division, or approved equivalent. a. In all the above cases, connections of cable conductors shall be made using crimp connectors utilizing a crimping tool designed to make a complete crimp before the tool can be removed. All L-823/L-824 splices and terminations shall be made in accordance with the manufacturer's recommendations and listings. L All connections of counterpoise, grounding conductors and ground rods shall be made by the exothermic process or approved equivalent, except the base can ground clamp connector shall be used for attachment to the base can. All exothermic connections shall be made in accordance with the manufacturer's recommendations and listings. 108-2.5 SPLICER QUALIFICATIONS. Every airfield lighting cable splicer shall be qualified in making cable splices and terminations on cables rated above 5,000 volts AC. The Contractor shall submit to the Engineer proof of Sebasdan MunicipalAlrport Ru"ays 4.22 and 8-26 PAPI Construction July 2007 LI08-2 the qualifications of each proposed cable splicer for the cable type and voltage level to be worked on. Cable splicing/terminating personnel shall have a minimum of three (3) years continuous experience in terminating/splicing medium voltage cable. 108-2.6 CONCRETE. Concrete for cable markers shall conform to Specification Item P-610, "Structural Portland Cement Concrete." 108-2.7 PLOWABLE BACKFILL. Flowable material used to backfill trenches for power cable trenches shall conform to the requirements of Item P-153 "Controlled Low Strength Material". 108-2.8 CABLE IDENTIFICATION TAGS. Cable identification tags shall by made from a non -corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of the type as detailed on the plans. 108-2.9 TAPE. Electrical tapes shall be Scotch Electrical Tapes — number Scotch 88 (I-W" wide) and Scotch 130C linerless rubber splicing tape (2" wide), as manufactured by the Minnesota Mining and Manufacturing Company, or approved equivalent. 108-2.10 ELECTRICAL COATING. Scotchkote shall be as manufactured by Minnesota Mining and Manufacturing Company, or approved equivalent. 108-2.11 EXISTING CIRCUITS. Whenever the scope of work requires, connection to an existing circuit, the circuit's insulation resistance shall be tested, in the presence of the Engineer. The test shall be performed in accordance with this item and prior to any activity affecting the respective circuit. The Contractor shall record the results on forms acceptable to the engineer. When the work affecting the circuit is complete, the circuit's insulation resistance shall be checked again, in the presence of the Engineer. The Contractor shall record the results on forms acceptable to the engineer. The second reading shall be equal to or greater than the first reading or the Contractor shall make the necessary repairs to the circuit to bring the second reading above the first reading. All repair costs including a complete replacement of the L-823 connectors, L-830 transformers and L-824 cable, if necessary, shall be home by the Contractor. All test results shall be submitted in the Operation and Maintenance (O&M) Manual. CONSTRUCTION METHODS 108-3.1 GENERAL. The Contractor shall install the specified cable at the approximate locations indicated on the plans. Unless otherwise shown on the plans, all cable required to cross under pavements expected to carry aircraft loads shall be installed in concrete encased duct banks. Wherever possible, cable shall be run without splices, from connection to connection. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual isolation transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections, unless otherwise authorized in writing by the Engineer or shown on the plans. In addition to connectors being installed at individual isolation transformers, L-823 cable connectors for maintenance and test points shall be installed at locations shown on the plans. Cable circuit identification markers shall be installed on both sides of the L-823 connectors installed or at least once in each access point where L-823 connectors are not installed. Provide not less than 3 feet of cable slack on each side of all connections, isolation transformers, light units, and at points where cable is connected to field equipment. Where provisions must be made for testing or for future above grade connections, provide enough slack to allow the cable to be extended at least one foot vertically above the top of the access structure. This requirement also applies where primary cable passes through empty base cans, junction and access structures to allow for future connections, or as designated by the Engineer. 108-3.2 INSTALLATION IN DUCT BANKS OR CONDUITS. This item includes the installation of the cable in duct banks or conduit as described below. The maximum number and voltage ratings of cables installed in each Sebasti" ManldpalAdport Rumrays 4.22 and 8-26 PAP/ Cowcdon July 2007 L-108 3 single duct or conduit, and the current -carrying capacity of each cable shall be in accordance with the latest National Electric Code, or the code of the local agency or authority having jurisdiction. The Contractor shall make no connections or splices -of any kind in cables installed in conduits or duct banks. Unless otherwise designated in the plans, where ducts are in tiers, use the lowest ducts to receive the cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to obtain assurance that the shortest routes are selected and interferences are avoided. Duct banks or conduits shall be installed as a separate item in accordance with Item L-110, "Airport Underground Electrical Duct Banks and Conduit." The Contractor shall run a mandrel through duct banks or conduit prior to installation of cable to insure that the duct bank or conduit is open, continuous and clear of debris. Mandrel size shall be compatible with conduit size. The Contractor shall swab out all conduits/ducts and clean base can, manhole, etc. interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the base cans and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, base cans, manholes, etc. is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. The cable shall be installed in a manner to prevent harmful stretching of the conductor, injury to the insulation, or damage to the outer protective covering, The ends of all cables shall be seated with moisture -seal tape providing moisture -tight mechanical protection with minimum bulk, or alternately, heat shrinkable tubing before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a conduit, all cable shall be pulled in the conduit -at the same time. The pulling of a cable through duct banks or conduits may be accomplished by handwinch or power winch with the use of cable grips or pulling eyes. Maximum pulling -tensions shall -be governed by cable manufacturer's recommendations. A non -hardening lubricant recommended for the type of cable being installed shall be used where pulling lubricant is required. The manufacturer's minimum bend radius or the NEC requirements whichever is more restrictive shall apply. Cable installation, handling and storage shall be per manufacturer's recommendations. During cold weather, particular attention shall be paid to the manufacturer's minimum installation temperature. Cable shall not be installed when the temperature is at or below the manufacturer's minimum installation temperature. At the Contractor's option, the Contractor may submit a plan, for review by the Engineer, for heated storage of the cable and maintenance of an acceptable cable temperature during installation when temperatures are below the manufacturer's minimum cable installation temperature. Cable shall not be dragged across base can or manhole edges, pavement or earth. When cable must be coiled, lay cable out on a canvas tarp or utilize other appropriate means to prevent abrasion to the cable jacket. 108-3.4 CABLE MARKERS FOR DIRECT -BURIED CABLE. The location of direct buried circuits shall be marked by a concrete slab marker, 2 feet (60 cm) square and 4.6 inches (100-150 mm) thick, extending approximately 1 inch (25 mm) above the surface. Each cable run from a -line of lights and signs to the equipment vault shall be marked at approximately every 200 feet (60 m) along the cable run, with an additional marker at each change of direction of cable run. All other direct -buried cable shall be marked in the same manner. Cable markers shall be installed directly -above the cable. The Contractor shall impress the word "CABLE" and directional arrows on each cable marking slab. The letters shall be approximately 4 inches (100 mm) high and 3 inches (75 mm) wide, with width of stroke 112 inch (12 mm) and 1/4 inch (6 mm) deep. The location of each underground cable connection, except at lighting units, or isolation -transformers, or power adapters shall be marked by a concrete marker slab placed above the connection. The Contractor shall impress the word "SPLICE" on each slab. The Contractor -also shall impress additional circuit identification symbols on each slab as directed -by the Engineer. All cable markers and splice markers shalFbe painted international orange. Paint shall be specifically manufactured for uncured exterior concrete. Furnishing and installation of cable markers is incidental to the respective cable pay item. 108-3.5 SPLICING. Connections of the type shown on -the plans shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: Sebastian Municipal Airport Ra oys 4-22 and 8-26 PAP/ Com"ction July 2007 L-108-4 0011► ..1 a. Cast Splices. These shall be made by using crimp connectors for jointing conductors. Molds shall be assembled, and the compound shall be mixed and poured in accordance with manufacturer's instructions and to the satisfaction of the Engineer. b. Field -attached Plug-in Splices. These shall be assembled in accordance with manufacturer's instructions. These splices shall be made by plugging directly into mating connectors. In all cases the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 inches (37 mm) on each side of the joint. c. Factory -Molded Plug-in Splices. These shall be made by plugging directly into mating connectors. In all cases, the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 inches (37 mm) on each side of the joint. d. Taped or Heat-Sluinked Splices. A taped splice shall be made in the following manner: Bring the cables to their final position and out so that the conductors will butt. Remove insulation and jacket allowing for bare conductor of proper length to fit compression sleeve connector with 1/4 inch (6 mm) of bare conductor on each side of the connector. Prior to splicing, the two ends of the cable insulation shall be penciled using a tool designed specifically for this purpose and for cable size and type. Do not use emery paper on splicing operation since it contains metallic particles. The copper conductors shall be thoroughly cleaned. Join the conductors by inserting them equidistant into the compression connection sleeve. Crimp conductors firmly in place with crimping tool that requires a complete crimp before tool can be removed. Test the crimped connection by pulling on the cable. Scrape the insulation to assure that the entire surface over which the tape will be applied (plus 3 inches (75 mm) on each end) is clean. After scraping wipe the entire area with a clean lint -free cloth. Do not use solvents. Apply high -voltage rubber tape one-half lapped over bare conductor. This tape should be tensioned as recommended by the manufacturer. Voids in the connector area may be eliminated by highly elongating the tape, stretching it just short of its breaking point. Throughout the rest of the splice less tension should be used. Always attempt to exactly half -lap to produce a uniform buildup. Continue buildup to 1-1/2 times cable diameter over the body of the splice with ends tapered a distance of approximately 1 inch (25 mm) over the original jacket. Cover rubber tape with two layers of vinyl pressure -sensitive tape one-half lapped. Do not use glyptol or lacquer over vinyl tape as they react as solvents to the tape. No further cable covering or splice boxes are required. Heat shrinkable tubing shall be installed following manufacturer's instructions. Direct flame heating shall not be permitted unless recommended by the manufacturer. Cable surfaces within the limits of the heat -shrink application shall be clean and free of contaminates prior to application. 108-3.6 BARE COUNTERPOISE WIRE INSTALLATION FOR LIGHTNING PROTECTION AND GROUNDING. If shown on -the plans or included -in the job specifications, bare counterpoise copper wire shall be installed for lightning protection of the underground cables. Counterpoise wire shall be installed in the same trench for the entire length of buried cable, conduits and duct banks that are installed to contain airfield cables. Where the cable or duct/conduit trench runs parallel to the edge of pavement, the counterpoise shall be installed in a separate trench located half the distance between the pavement edge and the cable or duct/conduit trench. In trenches not parallel to pavement edges, counterpoise wire shall be installed continuously a minimum of 4 inches above the cable, conduit or duct bank, or as shown on the plans if greater. Additionally, counterpoise wire shall be installed at least 8 inches below the top of subgrade in paved areas or 10 inches below finished grade in un-paved areas. This dimension may be less than 4 inches where conduit is to be embedded in existing pavement. Counterpoise wire shall not be installed in conduit. The counterpoise wire shall be routed around to each light fixture base, mounting stake, or junction/access structures. The counterpoise wire shall also be exothermically welded to -ground rods installed as shown on the plans but not more than 500feet (150 m) apart around the entire circuit. Sebartlm MunicipalAirport Ru ays 4-22 and 8-26 PAPI Construction July 2007 L-108-5 The counterpoise system shall be continuous and terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment external ground ring or other made electrode grounding system. The connections shall be made as shown on -the plans and in the specifications. If shown on the plans or in the specifications, a separate equipment (safety) ground system shall be provided in addition to the counterpoise wire using one of the following methods: (1) A ground rod installed at and securely attached to each light fixture base, mounting stake if painted, and to all metal surfaces at junction/access structures. (2) Install an insulated equipment ground conductor internal to the conduit system and securely attached it to each light fixture base and to all metal surfaces at junction/access structures. This equipment ground conductor shall also be exothermically welded to ground rods installed not more than 500 feet (150 m) apart around the circuit. a. Counterpoise Installation Above Multiple Conduits and Duct Banks. Counterpoise wires shall be installed above multiple conduits/duct banks for airfield lighting cables, with the intent being to provide a complete cone of protection over the airfield lighting cables. When multiple conduits and/or duct banks for airfield cable are installed in the same trench, the number and location of counterpoise wires above the conduits shall be adequate to provide a complete cone of protection measured 22 'h degrees each side of vertical. Where duct banks pass under pavement to be constructed in the project, the counterpoise shall be placed above the duct bank. Reference details on the construction plans. b. Counterpoise Installation at Existing Duct Banks. When airfield lighting cables are indicated on the plans to be routed through existing duct banks, the new counterpoise wiring shall be terminated at ground rods at each end of the existing duct bank where the cables being protected enter and exit the duct bank. The new counterpoise conductor shall be bonded to the existing counterpoise system. 108-3.1 EXOTHERMIC BONDING. Bonding of counterpoise wire shall be by the exothermic welding process. Only personnel experienced in and regularly engaged in this type of work shall make these connections. Contractor shall demonstrate to the satisfaction of the Engineer, the welding kits, materials and procedures to be used for welded connections prior to any installations in the field. The installations shall comply with the manufacturer's recommendations and the following: All slag shall be removed from welds. For welds at light fixture base cans, all galvanized coated surface areas and "melt" areas, both inside and outside of base cans, damaged by exothermic bond process shall be restored by coating with a liquid cold -galvanizing compound conforming to U.S. Navy galvanized repair coating meeting Mil. Spec. MIL- P-21035. Surfaces to be coated shall be prepared and compound applied in accordance with manufacturer's recommendations. All buried copper and weld material at weld connections shall be thoroughly coated 6 mil of 3M "Scotchkote," or approved equivalent, or coated with coal tar bitumastic material to prevent surface exposure to corrosive soil or moisture." Sebasdan Municipal Airport Runways 4-22 and 8-26 PAN Construction July 2007 L-108-6 AM% ^ 10W.8 TESTING. The Contractor shall famish all necessary equipment and appliances for testing the airport electrical systems and underground cable circuits before and after installation. The Contractor shall perform all tests in the presence of the Engineer. The Contractor shall demonstrate the electrical characteristics to the satisfaction of the Engineer. All costs for testing are incidental to the respective item being tested. For phased projects, the tests must be completed by phase and results meeting the specifications below must be maintained by the Contractor throughout the entire project as well as during the ensuing warranty period. Earth resistance testing methods shall be submitted to the Engineer for approval. Earth resistance testing results shall be recorded on an approved form and testing shall be performed in the presence of the Engineer. All such testing shall be at the sole expense of the Contractor. Should the counterpoise or ground grid conductors be damaged or suspected of being damaged by construction activities the Contractor shall test the conductors for continuity with a low resistance ohmmeter. The conductors shall be isolated such that no parallel path exists and tested for continuity. The Engineer shall approve of the test method selected. All such testing shall be at the sole expense of the Contractor. After installation, the -Contractor shall test and demonstrate to the satisfaction of the Engineer the following: a. That all affected lighting power and control circuits (existing and new) are continuous and free from short circuits. b. That all affected circuits (existing and new) are free from unspecified grounds. G That the insulation resistance to ground of all new non -grounded series circuits or cable segments is not less than 50 megohms. d. That the insulation resistance to ground of all non -grounded conductors of new multiple circuits or circuit segments is not less than 50 megohms. a. That all affected circuits (existing and new) are properly connected in accordance with applicable wiring diagrams. L That all affected circuits (existing and new) are operable. Tests shall be conducted that include operating each control not less than 10 times and the continuous operation of each lighting and power circuit for not less than 1/2 hour. g. That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing connections to other ground electrodes. The fall -of -potential ground impedance test shall be utilized, as described by ANSVMEE Standard 81, to verify this requirement. Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the Engineer. Where connecting new cable to existing cable, ground resistance tests shall be performed on the new cable prior to connection to the existing circuit. There are no approved 'repair" procedures for items that have failed testing other than complete replacement. I� Mt a r b' t 9 7t_ i. 1084.1 Trenching shall be measured by the linear feet (meters) of trench, including the excavation, backfill, and restoration, completed, measured as excavated, and accepted as satisfactory. When specified, separate measurement shall be made for trenches of various specified widths. The cost of all excavation, backfill, dewatering and restoration regardless of the type of material encountered shall be included in the unit price bid for the work. Sebardan Municipal Airport Runways 4-12 and 8-26 PAP[ Construction July 2007 L-108-7 108-4.2 Cable or counterpoise wire installed in trench, duct bank or conduit shall be measured by the number of linear feet (meters) of cable or counterpoise wire installed in trenches, duct bank or conduit, including ground rods and grounding connectors, and trench marking tape ready for operation, and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in trench, duct bank or conduit. The measurement for this item shall include additional quantities required for slack. Cable and counterpoise slack is considered incidental to this item and is included in the contractor's unit price. No separate measurement or payment will be made for cable or counterpoise slack. BASIS OF PAYMENT 108-5.1 Payment will be made at the contract unit price for trenching, cable and bare counterpoise wire installed in trench (direct -buried), or cable and equipment ground installed in duct bank or conduit, in place by the Contractor and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment, tools, and incidentals, including ground rods and ground connectors and trench marking tape, necessary to complete this item. Payment will be made under: Item L-I08-1 Hand ExcavateAllnbnum 8" Wide x 28" Deep In Earth, Includes all labor, backjW and sod restoration, complete In place - Per Linear Foot Item L-108 2 Hand EzcavateHinimum 18" Wide 36"Deep In Earth. Includes all labor, bacAJW and sod restoration, complete in place - Per Linear Foot ItemL-108-3#6 Bare A WG Counterpoise Conductor Installed In Trench, - Include installation, labor, splice Bits, and eta complete in place - Per Linear Foot Item L-108-4 314" x 10' Ground Rods Connected to Counterpoise at 500. Includes excavation, Installation, splice kits, exothermic welds, backjill, labor and eta complete in place -Per Each Item L-108-5 #4, 600VMWW Conductor installed in new and existing ConduUlDudbank system Includes installation, labor, cleaning of conduits, testing, dewatering, iden0cation, connections, splice kits, and eta complete in place. - Per Linear Foot MATERIAL REQUIREMENTS AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-26 Specification for L-823 Plug and Receptacle Cable Connectors FED SPEC J-C-30 Cable and Wire, Electrical Power, Fixed Installation (cancelled; replaced by A-A-59544 Cable and Wire, Electrical (Power, Fixed Installation)) FED SPEC A-A-55809 Insulation Tape, Electrical, Pressure -Sensitive Adhesive, Plastic ASTM B 3 Soft or Annealed Copper Wire Sebastian Municipal Airport Ru ays 4-22 and 8-26 PAP/ Com"ction July 2007 L-108-8 ASTM D 4388 Rubber tapes, Nonmetallic Semiconducting and Electrically Insulating REFERENCE DOCUMENTS NFPA No. 70 National Electrical Code (NEC) MILS-23586C Sealing Compound, Electrical, Silicone Rubber Building Industry Consulting Service International (BICSI) ANSI/IEEE Std 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface potentials of a Ground System Sebasd= MunicipalAirport Runways 4-22 and 8-26 PAN Construction July 2007 END OF rMM L-108 L-108-9 ITEM L-109 AIRPORT TRANSFORMER VAULT AND VAULT EQUIPMENT DESCRIPTION 109-1.1 This item shall consist of constructing an airport transformer vault or a prefabricated metal housing these specifications in accordance with the design and dimensions shown in the plans. This work shall also include the installation of conduits in floor and foundation, painting and lighting of the vault or metal housing, and the furnishing of all incidentals necessary to produce a completed unit. Included as a separate part under this item or as a separate item where an existing vault is to be utilized shall be the furnishing of all vault equipment, wiring, electrical buses, cable, conduit, potheads, and grounding systems. This work shall also include the painting of equipment and conduit; the marking and labeling of equipment and the labeling or tagging of wires; the testing of the installation; and the furnishing of all incidentals necessary to place it in operating condition as a completed unit to the satisfaction of the OAR 9%gineer. EQUIPMENT AND MATERIALS 109-2.1 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be certified and listed under Advisory Circular (AC)15015345-53, Airport Lighting Equipment Certification Program. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when requested by the OAR Engineer. c. Manufacturers certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the OAR 13agiaeer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the OAR Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. d. All materials and equipment used to construct this item shall be submitted to the OAR ingineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non -pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the OAR Engixeee, to determine compliance with the plans and specifications. [The Contractor's submittals shall be neatly bound in a properly sized 3- ring binder, tabbed by specification section] The OAR Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the OAR Engineer's opinion, does not meet the system design and the standards and codes, specified herein. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least [twelve (12) months] from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. Sebastian Municipal Airport Rumverys 4-21 & 8-26 PAN Construction July 2707 L-109-1 AN r-\ CONSTRUCTION OF VAULT AND PREFABRICATED METAL HOUSING 109-2.2 CONCRETE. The concrete for the vault shall be proportioned, placed, and cured in accordance with Item P-610, Structural Portland Cement Concrete, using 3/.-inch (18 mm) maximum size coarse aggregate. 109-2.3 REINFORCING STEEL. Reinforcing steel bars shall be intermediate or structural grade deformed -type bars and shall meet the requirements of ASTM A 615. 109-2.4 BRICK Brick shall conform to ASTM C 62, Grade SW. 109-2.5 RIGID STEEL CONDUIT. Rigid steel conduit and fittings shall be in accordance with Underwriters Laboratories Standard 6 and 514. 109-2.6 LIGHTING. Vault or metal -housing light fixtures shall be of a vaporproof type. 109-2.7 OUTLETS: Convenience outlets shall be heavy-duty duplex units designed for industrial service. 109-2.8 SWITCHES. Vault or metal -housing light switches shall be single -pole switches. 109-2.9 PAINT. a. Priming paint for ungalvanized metal surfaces shall be a high solids alkyd primer conforming to IT-P-664D. b. White paint for body and finish coats on metal and wood surfaces shall be ready -mixed paint conforming to the Master Painter's Institute, Reference #9, Exterior Alkyd, Gloss, VOC Range E2. c. Priming paint for wood surfaces shall be mixed on the job by thinning the above specified white paint by adding 1/2 pint (0.06 liter) of raw linseed oil to each gallon (liter). d. Paint for the floor, ceiling, and inside walls shall be in accordance with Fed. Spec. TT-E-487. Walls and ceiling shall be light gray and the floor shall be medium gray. e. The roof coating shall be hot asphalt material in accordance with ASTM D 2823. 109-2.10 HIGH VOLTAGE BUS. High -voltage bus shall be standard weight 3/8-inch (9 mm) IPS copper tubing or it may be insulated copper cable of the size and voltage rating specified. 109-2.11 BUS CONNECTORS Connectors shall be similar to Bumdy Type NT (or equivalent) for copper tubing. Connectors for insulated bus cable.shall be of the proper size and type for the service intended. 109-2.12 BUS SUPPORTS Bus supports shall be similar to Westinghouse No. 527892 (or equivalent), insulated for 7,500 volts, single clamp type for 2-bolt flat mounting. 109-2.13 GROUND BUS. Ground bus shall be 1/8 - x %-inch (3 x 18 mm) minimum copper bus bar 109-2.14 SQUARE DUCT. Duct shall be square similar to that manufactured by the Square D Company (or equivalent), or the Trumbull Electric Manufacturing Company (or equivalent). The entire front of the duct on each section shall consist of hinged or removable cover for ready access to the interior. The cross section of the duct shall be not less than 4 x 4 inches (100 x 100 mm) except where otherwise shown in the plans. 109-2.15 GROUND RODS. Ground rods shall be copper or copper -clad of the length and diameter specified in the plans. 109-2.16 POTHEADS. Potheads shall be similar to G&W Type N, Shape C (or equivalent), unless otherwise specified. Potheads shall be furnished with plain insulator bushings and conduit couplings. Potheads shall have a rating not less than the circuit voltage. Sebastimt Municipal Airport Rumrays 4-22 & 8-26PAPI Construction July 2007 L-109-2 Aalk rN 109-2.17 PREFABRICATED METAL HOUSING. The prefabricated metal housing shall be a commercially available unit. 109-2.18 FAA -APPROVED EQUIPMENT. Certain items of airport lighting equipment installed in vaults are covered by individual FAA equipment specifications. The specifications are listed below: AC 150/5345-3 Specification for L-821 Panels for Remote Control of Airport Lighting AC 150/5345-5 Circuit Selector Switch AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 15015345-10 Specification for Constant Current Regulators and Regulator Monitors AC 150/5345-13 Specification for L-841 Auxiliary Relay Cabinet Assembly for Pilot Control of Airport Lighting Circuits. 109-2.19 OTHER ELECTRICAL EQUIPMENT. Constant -current regulators, distribution transformers, oil switches, cutouts, relays, terminal blocks, transfer relays, circuit breakers, and all other regularly used commercial items of electrical equipment not covered by FAA equipment specifications shall conform to the applicable rulings and standards of the Institute of Electrical and Electronic OAR $xgiAeevs or the National Electrical Manufacturers Association. When specified, test reports from a testing laboratory indicating that the equipment meets the specifications shall be supplied. In all cases, equipment shall be new and a first -grade product. This equipment shall be supplied in the quantities required for the specific project and shall incorporate the electrical and mechanical characteristics specified in the proposal and plans. 109-2.20 WIRE. Wire in conduit rated up to 5,000 volts shall conform to AC 150/5345-7, Specification for L-824 Underground Electrical Cables for Airport Lighting Circuits, for rubber insulated neoprene -covered wire, or Fed. Spec. J-C-30, Type RHW, for rubber insulated fibrous -covered wire. For ratings up to 600 volts, thermoplastic wire conforming to Fed. Spec. J-C-30, Types TW, THW, and THWN, shall be used. The wires shall be of the type, size, number of conductors, and voltage shown in the plans or in the proposal. a. Control Circuits. Unless otherwise indicated on the plans, wire shall be not less than No. 12 AWG and shall be insulated for 600 volts. If telephone control cable is specified, No. 19 AWG telephone cable conforming to ICEA S-85-625-1996 specifications shall be used. b. Power Circuits. (1) 600 volts maximum -Wire shall be No. 6 AWG or larger and insulated for at least 600 volts. (2) 3,000 volts maximum -Wire shall be No. 6 AWG or larger and insulated for at least 3,000 volts. (3) Over 3,000 volts -Wire shall be No. 6 AWG or larger and insulated for at least the circuit voltage. METHODS CONSTRUCTION OF VAULT AND PREFABRICATED METAL HOUSING 109-3.1 GENERAL. The Contractor shall construct the transformer vault or prefabricated metal housing at the location indicated in the plans. Vault construction shall be reinforced concrete, concrete masonry, or brick wall as specified. The metal housing shall be prefabricated equipment enclosure to be supplied in the size specified. The mounting pad or floor details, installation methods, and equipment placement are shown in the plans. The Contractor shall clear, grade, and seed the area around the vault or metal housing for a minimum distance of 10 feet (3 m) on all sides. The slope shall be not less than %-inch per foot (40 mm per m) away from the vault or metal housing in all directions. Seb=tt= Municipal Airport Rumays 4-22 & 8-26PAN Construction July 2007 UZ09-3 AON The vault shall provide adequate protection against weather elements, including min, wind -driven dust, snow, ice and excessive heat. The vault shall have sufficient filtered ventilation, to assure that the interior room temperatures and conditions do not exceed the recommended limits of the electrical equipment to be installed in the vault. Contractor is responsible for contacting the manufacturer of the equipment to be installed to obtain environmental limitations of the equipment to be installed, 109-3.2 FOUNDATION AND WALLS. a. Reinforced Concrete Construction. The Contractor shall construct the foundation and walls in accordance with the details shown in the plans. Unless otherwise specified, internal ties shall be of the mechanical type so that when the forms are removed the ends of the ties shall be at least 1-inch (25 mm) beneath the concrete surface; the holes shall be plugged and finished to prevent discoloration. Reinforcing steel shall be placed, as shown in the drawings, and secured in position to prevent displacement during the concrete placement. The external surfaces of the concrete shall be thoroughly worked during the placing operation to force all coarse aggregate from the surface. Thoroughly work the mortar against the forms to produce a smooth finish free from air pockets and honeycomb. The surface film of all pointed surfaces shall be removed before setting occurs. As soon as the pointing has set sufficiently, the entire surface inside and outside of the vault shall be thoroughly wet with water and rubbed with a No. 16 carborundum stone, or equivalent quality abrasive, bringing the surface to a paste. All form marks and projections shall be removed. The surface produced shall be smooth and dense without pits or irregularities. the materials which have been ground into a paste during the rubbing process shall be spread or brushed uniformly over the entire surface (except the interior surfaces that are to be painted shall have all paste removed by washing before painting) and permitted to reset. Final exterior finish shall be obtained by rubbing with No. 30 carborundum stone, or an equivalent quality abrasive. The surface shall be rubbed until the entire surface is smooth and uniform in color. b. Brick and Concrete Construction. When this type of construction is specified, the foundation shall be concrete conforming to the details shown in the plans. The outer edge. of the foundation at the floor level shall be beveled 1--%: inches (37 min) at 45 degrees. Brick walls shall be 8 inches (200 cm) thick, laid in running bond with every sixth course a header course. Brick shall be laid in cement mortar (1 part masonry cement and 3 parts sand) with full mortar bed and shoved joints. All joints shall be completely filled with mortar, and facing brick shall be back-parged with mortar as work progresses. All joints shall be 3/8 inch (9 min) thick, exterior joints tooled concave, and interior joints struck flush. Both interior and exterior brick surfaces shall be cleaned and nail holes, cracks and other defects filled with mortar. When specified, a nonfading mineral pigment mortar coloring shall be added to the mortar. Steel reinforcing bars, 3/8-inch (9 min) in diameter and 12 inches (300 min) long, shall be set vertically in the center of the brick wall on not more than 2-foot (60 cm) centers to project 2-%a(60 min) inches into the concrete roof slab. Lintels for supporting the brickwork over doors, windows, and louvers shall consist of two 4- x 3- x 3/8-inch (100 x 75 x 9 min) steel angles. Lintels shall be painted with one coat of corrosion -inhibiting primer before installations and all exposed parts shall be painted similar to doors and window sash after installation. Window sills may be concrete poured in place or precast concrete as indicated in the plans. All exposed surfaces shall have a rubbed finish as specified under reinforced concrete construction. After completion, all interior and exterior faces of walls shall be scrubbed with a solution of muriatic acid and water in the proportions of not less than 1 part acid to 10 parts of water. All traces of efflorescence, loose mortar, and mortar stain shall be removed, and the walls washed down with clear water. c. Concrete Masonry Construction. When this type of construction is specified, the foundation shall be concrete conforming to the details shown in the plans. The concrete masonry units shall be standard sizes and shapes and shall conform to ASTM C 90 and shall include the closures, jambs, and other shapes required by the construction as shown in the plans. Standard construction practice shall be followed for this type of work including mortar, joints, reinforcing steel for extensions into roof slab, etc. Plaster for interior walls, if specified, shall be portland cement plaster. Sebastian Municipal Airport Rmmays 4-22 & 8-26 PAP/ Construction July 2007 L-109-4 00% � 109-3.3 ROOF. The roof shall be reinforced concrete as shown in the plans. Reinforcing steel shall be placed as shown in the drawing and secured in position to prevent displacement during the pouring of the concrete. The concrete shall be poured monolithically and shall be free of honeycombs and voids. The surface shall have a steel - troweled finish and shall be sloped as shown in the drawing. The underside of the roof slab shall be finished in the same manner as specified for walls. One brush or mop coat of hot asphalt roof coating shall be applied to the top surface of the roof slab. The asphalt material shall be heated to within the range specified by the manufacturer and immediately applied to the roof. The finished coat shall be continuous over the roof surface and free from holidays and blisters. Smears and dribbles of asphalt on the roof edges and building walls shall be removed. 109-3.4 FLOOR. The floor shall be reinforced concrete as shown in the drawings. When present, all sod, roots, refuse, and other perishable material shall be removed from the area under the floor to a depth of 8 inches (200 mm), unless a greater depth is specified in the invitation for bids. This area shall be backfilled with materials consisting of sand, cinders, gravel, or stone. Fill shall be placed in layers not to exceed 4 inches (100 mm) and shall be thoroughly compacted by tamping or rolling. A layer of building paper shall be placed over the fill prior to placing concrete. The floor surfaces shall have a steel -troweled finish. The floor shall be level unless a drain is specified, in which case the floor shall be pitched %4-inch (6 mm) per foot downward toward the drain. A Y44-inch (6 mm) asphalt felt expansion joint shall be placed between floor and foundation walls. The floor shall be poured monolithically and shall be free of honeycombs and voids. 109-3.5 FLOOR DRAIN. If shown in the plans, a floor drain and dry well shall be installed in the center of the floor of the equipment room. The dry well shall be excavated 4 x 4 feet (120 x 120 cm) square and to a depth of 4 feet (120 cm) below the finished floor elevation and shall be backfilled to the elevation of the underside of the floor with gravel - which shall all pass a 2-inch (50 mm) mesh sieve and shall all be retained on a V44-inch (6 mm) mesh sieve. The gravel backfill shall be placed in 6-inch (150 mm) maximum layers, and the entire surface of each layer shall be tamped either with a mechanical tamper or with a hand tamper weighing not less than 25 pounds (11 kg) and having a face area of not more than 36 square inches (234 square cm) nor less than 16 square inches (104 square cm). The drain inlet shall be set flush in the concrete floor. The drain shall have a clear opening of not less than 8 inches (200 mm) in diameter. 109-3.6 CONDUITS IN FLOOR AND FOUNDATION. Conduits shall be installed in the floor and through the foundation walls in accordance with the details shown in the plans. All underground conduit shall be painted with a bituminous compound. Conduit shall be installed with a coupling or metal conduit adapter flush with the top of the floor. All incoming conduit shall be closed with a pipe plug to prevent the entrance of foreign material during construction. Space conduit entrances shall be left closed. 109-3.7 DOORS. Doors shall be metal -clad fireproof class a doors conforming to requirements of the National Electric Code and local electrical codes. 109-3.8 PAINTING. The floor, ceiling, and inside walls of concrete construction shall first be given a hardening treatment, after which the Contractor shall apply two coats of paint as specified below, except that interior face brick walls need not be painted. The hardening treatment shall consist of applying two coats of either a commercial floor hardener or a solution made by dissolving 2 pounds (0.9 kg) of magnesium fluosilicate or zinc sulphate crystals in 1 gallon (liter) of water. Each coat shall be allowed to dry at least 48 hours before the next application. After the second treating coat has dried, the surfaces shall be brushed clean of all crystals and thoroughly washed with clear water. Paint for walls and ceiling shall be a light gray color approved by the OAR Fxgixeee. The floor paint shall be a medium gray color approved by the OAR Engixee. Before painting, the surfaces shall be dry and clean. The first coat shall be thinned by adding 2/3-quart (0.166 liters) of spar varnish and 1/3-quart (0.083 liters) of turpentine to each gallon (liter) of paint. The second coat shall be applied without thinning. All doors, lintels, and windows shall be cleaned to remove any rust or foreign material and shall be given one body and one finish coat of white paint. Bare metal surfaces shall be given a prime coat of corrosion -inhibiting primer prior to the body and finish coats. 109-3.9 LIGHTS AND SWITCHES. The Contractor shall furnish and install a minimum of two duplex convenience outlets in the vault room. Where a control room is specified, at least two duplex outlets shall be installed. Sebastian Municipal Airport Runways 4-12 & 8-26 PAPI Construction July 2007 L-109-S roo INSTALLATION OF EQUIPMENT IN VAULT OR PREFABRICATED METAL HOUSING 109-3.10 GENERAL. The Contractor shall furnish, install, and connect all equipment, equipment accessories, conduit, cables, wires, buses, grounds, and support necessary to insure a complete and operable electrical distribution center for the airport lighting system as specified herein and shown in the plans. When specified, an emergency power supply and transfer switch shall be provided and installed. The equipment installation and mounting shall comply with the requirements of the National Electrical Code and local code agency having jurisdiction. 109-3.11 POWER SUPPLY EQUIPMENT. Transformers, regulators, booster transformers, and other power supply equipment items shall be furnished and installed at the location shown in the plans or as directed by the OAR bagixeer. The power supply equipment shall be set on steel "H" sections, "r' beams, channels, or concrete blocks to provide a minimum space of 1 % inches (37 mm) between the equipment and the floor. The equipment shall be placed so as not to obstruct the oil -sampling plugs of the oil -filled units; and name -plates shall, so far as possible, not be obscured. If specified in the plans and specifications, equipment for an alternate power source or an emergency power generator shall be furnished and installed. The alternate power supply installation shall include all equipment, accessories, an automatic changeover switch, and all necessary wiring and connections. The emergency power generator set shall be the size and type specified. 109-3.12 SWITCHGEAR AND PANELS. Oil switches, fused cutouts, relays, transfer switches, panels, panel boards, and other similar items shall be furnished and installed at the location shown in the plans or as directed by the OAR Engieeep. Wall or ceiling mounted items shall be attached to the wall or ceiling with galvanized bolts of not less than 3/8-inch (9 mm) diameter engaging metal expansion shields or anchors in masonry or concrete vaults. 109-3.13 DUCT AND CONDUIT. The Contractor shall furnish and install square -type exposed metallic ducts with hinged covers for the control circuits in the vault. These shall be mounted along the walls behind all floor - mounted equipment and immediately below all wall -mounted equipment. The hinged covers shall be placed to open from the front side with the hinges at the front bottom. Wall brackets for square ducts shall be installed at all joints 2 feet (60 cm) or more apart with intermediate brackets as specified. Conduit shall be used between square ducts and equipment or between different items of equipment when the equipment is designed for conduit connection. When the equipment is not designed for conduit connection, conductors shall enter the square -type control duct through insulating bushings in the duct or on the conduit risers. 109-3.14 CABLE ENTRANCE AND HIGH -VOLTAGE BUS SYSTEM. Incoming underground cable from field circuits and supply circuits will be installed outside the walls of the transformer vault as a separate item under Item L-108. The Contractor installing the vault equipment shall bring the cables from the trench or duct through the entrance conduits into the vault and make the necessary electrical connections. For the incoming and outgoing high voltage load circuits, the Contractor shall furnish and install rigid metallic A conduit risers, surmounted by potheads, from floor level to the level as shown in the plans. The incoming high -voltage power supply service to the vault shall enter below the floor of the vault and shall rise from the floor level in a rigid metallic conduit riser, surmounted by a pothead, as described above. Using insulated high -voltage cable, the incoming power service shall be connected from the pothead to the oil -fused cutouts or to the specified disconnecting switch or equipment. From the oil -fused cutouts or disconnecting device, the insulated service conductors shall be connected to the overhead voltage bus system of the vault. The high -voltage bus system shall utilize the materials specified and shall be mounted and installed in accordance with the requirements of the National Electrical Code or the local code agency having jurisdiction. 109-3.15 WIRING AND CONNECTIONS. The Contractor shall make all necessary electrical connections in the vault in accordance with the wiring diagrams furnished and as directed by the OAR Engixees. In wiring to the terminal blocks, the Contractor shall leave sufficient extra length on each control lead to make future changes in connections at the terminal block. This shall be accomplished by running each control lead the longest way around the box to the proper terminal. Leads shall be neatly laced in place. Sebastian Municipal Airport Runways uly 24-22 & 8.26 PAP/Comimcdon 0 0 7UI09-6 .0% 109-3.16 MARKING AND LABELING. All equipment, control wires, terminal blocks, etc., shall be tagged, marked, or labeled as specified below: a. Wire Identification. The Contractor shall furnish and install self -sticking wire labels or Identifying tags on all control wires at the point where they connect to the control equipment or to the terminal blocks. Wire labels, if used, shall be of the self -sticking preprinted type and of the manufacturer's recommended size for the wire involved. Identification -markings designated in the plans shall be followed. Tags, if used, shall be of fiber not less than %-inch (13 mm) in diameter and not less than 1/32-inch (1 mm) thick. Identification markings designated in the plans shall be stamped on tags by means of smalltool dies. Each tag shall be securely tied to the proper wire by a nonmetallic cord. b. Labels. The Contractor shall stencil identifying labels on the cases of regulators, breakers, and distribution and control relay cases with white oil paint as designated by the OAR 13agiaeer. The letters and numerals shall be not less than 1 inch (25 mm) in height and shall be of proportionate width. The Contractor shall also mark the correct circuit designations in accordance with the wiring diagram on the terminal marking strips, which are a part of each terminal block. METHOD OF MEASUREMENT 1094.1 The quantity of vaults to be paid for under this item shall consist of the number of vaults constructed in place and accepted as a complete unit. 109-4.2 The quantity of prefabricated metal housings to be paid for under this item shall consist of the number of housings constructed in place and accepted as a complete unit. 109-4.3 The quantity of vault or prefabricated metal housing equipment to be paid for under this item shall consist of all equipment installed, connected, and accepted as a complete unit ready for operation. BASIS OF PAYMENT 109-5.1 Payment will be made at the contract unit price for each completed and accepted vault or prefabricated metal housing equipment installation. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item L-109-1 Modify ex*dng Airfield Vault Electrical Service. Includes panelboard modifications, circuit breakers, new transformers, new lighting contactors, control system modifications, conduits, conductors, installation, labor, core drilling of vauU wall, concrete, fire rated sealant, coordination, and da for a complete working system in place -Price per lump sum MATERIAL REQUHIEMENTS AC 150/5345-3 Specification for L-821 Panels for Remote Control of Airport Lighting AC 150/5345-5 Circuit Selector Switch AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors AC 150/5345-13A Specification for L-841 Auxiliary Relay Cabinet Assembly for Pilot Control of Airport Lighting Circuits Sebastian Municipal Airport Rvmvaayys 4-22 & 8-26 PAPI Construction July 2007 L-109-7 ANSIACEA 5-85-625-1996 Aircore, Polyethylene Insulated, Copper Conductor, Telecommunications Cable ASTM A 615 Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement ASTM C 62 Specification for Building Brick (Solid Masonry Units Made from Clay or Shale) ASTM C 90 Concrete Masonry Units, Loadbearing ASTM D 2823 Asphalt Roof -Coating FED SPEC J-C-30 Cable and Wire, Electrical (Power, Fixed Installation) (cancelled; replaced by AA-59544 Cable and Wire, Electrical (Power, Fixed Installation)) FED SPEC TT-E-487 Enamel, Floor and Deck Master Painter's Institute Sebsnon Municipal Abpon Rv qys 4-22 & 8-26 PAPI Cows coon July 2007 END OF InM L-109 L-109-8 MM L-110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS DESCRIPTION 110-1.1 This item shall consist of underground electrical conduits and duct banks (single or multiple conduits encased in concrete) installed in accordance with this specification at the locations and in accordance with the dimensions, designs, and details shown on the plans. This item shall include famishing and installing of all underground electrical duct banks and individual and multiple underground conduits. It shall also include all turfing trenching, backfilling, removal, and restoration of any paved or turfed areas; concrete encasement, mandreling, pulling lines, duct markers, plugging of conduits, and the testing of the installation as a completed system ready for installation of cables in accordance with the plans and specifications. This item shall also include furnishing and installing conduits and all incidentals for providing positive drainage of the system. Verification of existing ducts is incidental to the pay items provided in this specification. EQUIPMENT AND MATERIALS 110-2.1 GBNERAT. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when so requested by the Engineer. b. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. e. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non - pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. [The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section.] The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least [twelve (12) months] from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owners discretion, with no additional cost to the Owner. 110-2.2 STEEL CONDUIT. Rigid galvanized steel conduit and fittings shall be hot dipped galvanized inside and out and conform to the requirements of Underwriters Laboratories Standard 6, 514B, and 1242. I10-2.3 PLASTIC CONDUIT. Plastic conduit and fittings -shall conform to the requirements of Fed. Spec. W--C- 1094, Underwriters Laboratories Standards UL-651 and Article 347 of the current National Electrical Code shall be one of the following, as shown on the plans: a. Type I -Schedule 40 PVC suitable for underground use either direct -buried or encased in concrete. Sebwdan Municipal Airport Ru ays 4-22 & 8.26 PAPI Construction July 2007 L-110-1 A-% b. Type II --Schedule 40 PVC suitable for either above ground or underground use. The type of adhesive shall be as recommended by the conduitlfitting manufacturer. 110-2.4 SPLIT CONDUIT. Split conduit shall be pre -manufactured for the intended purpose and shall be made of steel or plastic. 110-2.5 CONDUIT SPACERS. Conduit spacers shall be prefabricated interlocking units manufactured for the intended purpose. They shall be of double wall construction made of high grade, high density polyethylene complete with interlocking cap and base pads, They shall be designed to accept No. 4 reinforcing bars installed vertically. 110-2.6 CONCRETE. Concrete shall conform to Item P-610, Structural Portland Cement Concrete, using 1 inch maximum size coarse aggregate with a minimum 28 day compressive strength of 4000 psi. Where reinforced duct banks are specified, reinforcing steel shall conform to ASTM A 615 Grade 60. Concrete and reinforcing steel are incidental to the respective pay item of which they are a component part. 110-2.7 FLOWABLE BACHFILL Plowable material used to back fill conduit and duct bank trenches shall conform to the requirements of Item P-153 "Controlled Low Strength Material". 110-2.8 DETECTABLE WARNING TAPE Plastic, detectable, color as noted magnetic tape shall be polyethylene film with a metallized foil core and shall be 4-6 inches (75-150 NM wide. Detectable tape is incidental to the respective bid item. CONSTRUCTION METHODS 110-3.1 GENERAL. The Contractor shall install underground duct banks and conduits at the approximate locations indicated on the plans. The Engineer shall indicate specific locations as the work progresses, if required to differ from the plans. Duct banks and conduits shall be of the size, material, and type indicated on the plans or specifications. Where no size is indicated on the plans or in the specifications, conduits shall be not less than 2 inches (50 mm) inside diameter or comply with the National Electrical Code based on cable to be installed, whichever is larger. All duct bank and conduit lines shall be laid so as to grade toward access points and duct or conduit ends for drainage. Unless shown otherwise on the plans, grades shall be at least 3 inches (75 mm) per 100 feet (30 m). On runs where it is not practicable to maintain the grade all one way, the duct bank and conduit lines shall be graded from the center in both directions toward access points or conduit ends, with a drain into the storm drainage system. Pockets or traps where moisture may accumulate shall be avoided. No duct bank or underground conduit shall be less than 18 inches below finished grade. Where under pavement, the top of the duct bank shall not be less than 18 inches below the subgrade. The Contractor shall mandrel each individual conduit whether the conduit is direct -buried or part of a duct bank. An iron -shod mandrel, not more than 1/4-inch (6 mm) smaller than the bore of the conduit shall be pulled or pushed through each conduit. The mandrel shall have a leather or rubber gasket slightly larger than the conduit hole. The Contractor shall swab out all conduits/ducts and clean base can, manhole, pull boxes, etc. interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the base cans, manhole, pull boxes, etc. and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, base cans, manholes, etc. is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. For pulling the permanent wiring, each individual conduit, whether the conduit is direct -buried or part of a duct bank, shall be provided with a 200 pound test polypropylene pull rope. The ends shall be secured and sufficient Sebwttan Municipal Airport Rvmvaayys 4-22 & 9-26 PAPlComtruction July 2007 L-110-2 length shall be left in access points to prevent it from slipping back into the conduit. Where spare conduits are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed for this purpose. All conduits shall be securely fastened in place during construction and shall be plugged to prevent contaminate from entering the conduits:. Any conduit section having a defective joint shall not be installed. Ducts shall be supported and spaced apart using approved spacers at intervals not to exceed 5 feet. Unless otherwise shown on the plans, concrete encased duct banks shall be utilized when crossing under pavements expected to carry aircraft loads. Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for conduits and duct banks may be excavated manually or with mechanical trenching equipment unless in pavement, in which case they shall be excavated with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of graders shall not be used to excavate the trench. When rock is encountered, the rock shall be removed to a depth of at least 3 inches below the required conduit or duct bank depth and it shall be replaced with bedding material of earth or sand containing no mineral aggregate particles that would be retained on a 1/4-inch sieve. Flowable backfill may alternatively be used The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All such rock removal shall be performed and paid for under Item P-152, Underground electrical warning (caution) tape shall be installed in the trench above all underground duct banks and conduits in unpaved areas. Contractor shall submit a sample of the proposed warning tape for approval by the Engineer. If not shown on the plans, the warning tape shall be located six inches above the duct/conduit or the counterpoise wire if present. Joints in plastic conduit shall be prepared in accordance with the manufacturer's recommendations for the particular type of conduit. Plastic conduit shall be prepared by application of a plastic cleaner and brushing a plastic solvent on the outside of the conduit ends and on the inside of the couplings. The conduit fitting shall then be slipped together with a quick one -quarter mm twist to set the joint tightly. Where more than one conduit is placed in a single trench, or in duct banks, joints in the conduit shall be staggered a minimum of 2 feet. Changes in direction of runs exceeding 10 degrees, either vertical or horizontal, shall be accomplished using manufactured sweep bends. Whether or not specifically indicated on the drawings, where the soil encountered at established duct bank grade is an unsuitable material, as determined by the Engineer, the unsuitable material shall be removed in accordance with Item P-152 and replaced with suitable material. Alternatively, additional duct bank supports that are adequate and stable shall be installed, as approved by the Engineer. All excavation shall be unclassified and shall be considered incidental to the respective L-I 10 pay item of which it is a component. park Dewatering necessary for duct installation, erosion and turbidity control, in accordance with Federal, State, and Local requirements is incidental to its respective pay item as's part of Item L-110. The cost of all excavation regardless of type of material encountered, shall be included in the unit price bid for the L-110Item. Unless otherwise specified, excavated materials that are deemed by the Engineer to be unsuitable for use in backfill or embankments shall be removed and disposed of off site. Any excess excavation shall be filled with suitable material approved by the Engineer and compacted in accordance with item P-152. Sebastian Municipal Airport Rumvays 4-22 & 8-16 PAP/ Construction Jury 2007 L 110-3 Aa. A�N It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation. Where existing active cables) cross proposed installations, the Contractor shall insure that these cable(s) are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: (1) Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred (2) Trenching, etc., in cable areas shall than proceed with approval of the Engineer, with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any previously identified cable is damaged during the course of construction, the Contractor shall be responsible for the complete repair. 110-3.2 DUCT' BANKS. Unless otherwise shown in the plans, duct banks shall be installed so that the top of the concrete envelope is not less than 18 inches (45 cm) below the bottom of the base or stabilized base course layers where installed under runways, taxiways, aprons, or other paved areas, and not less than 18 inches (45 cm) below finished grade where installed in unpaved areas. Unless otherwise shown on the plans, duct banks under paved areas shall extend at least 3 feet (90 cm) beyond the edges of the pavement or 3 feet (90 cm) beyond any underdrains that may be installed alongside the paved area Trenches for duct banks shall be opened the complete length before concrete is placed so that if any obstructions are encountered, proper provisions can be made to avoid them. Unless otherwise shown on the plans, all duct banks shall be placed on a layer of concrete not less than 3 inches (75 mm) thick prior to its initial set. Where two or more conduits in the duct bank are intended to carry conductors of equivalent voltage insulation rating, the Contractor shall space the conduits not less than 1-1/2 inches (37 mm) apart (measured from outside wall to outside wall). Where two or more conduits in the duct bank are intended to carry conductors of differing voltage insulation rating, the Contractor shall space the conduits not less than 3 inches apart (measured from outside wall to outside wall). All such multiple conduits shall be placed using conduit spacers applicable to the type of conduit. As the conduit laying progresses, concrete shall be placed around and on top of the conduits not less than 3 inches (75 mm) thick unless otherwise shown on the plans. End bells or couplings shall be installed flush with the concrete encasement at access points. Conduits forming the duct bank shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches to anchor the assembly into the earth prior to placing the concrete encasement. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5 -foot intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to use. When specified, the Contractor shall reinforce the bottom side and top of encasements with steel reinforcing mesh or fabric or other approved metal reinforcement. When directed, the Contractor shall supply additional supports where the ground is soft and boggy, where ducts cross under roadways, or where shown on the plans. Under such conditions, the complete duct structure shall be supported on reinforced concrete footings, piers, or piles located at approximately 5 foot (150 cm) intervals. All pavement surfaces that are to have ducts installed therein shall be neatly saw cut to form a vertical face. All excavation shall be included in the contract with price for the duct. Install a plastic, detectable, color as noted, 4-6 inch (75-150mm) wide tape 8 inches (200mm) minimum below grade above all underground conduit or duct lines not installed under pavement. When existing cables are to be placed in split duct, encased in concrete, the cable shall be carefully located and exposed by hand tools. Prior to being placed in duct, the Engineer shall be notified so that he may inspect the cable and determine that it is in good condition. Where required, split duct shall be installed as shown on the drawings or as required by the Engineer. Sebastian Municipal Airport Runways 4-22 & 8.26 PAP] Construction July 2007 L-110-4 110-3 3 CONDUITS W1MOUT CONCRETE ENCASEMENT. Trenches for single -conduit lines shall be not less than 6 inches (150 mm) nor more than 12 inches (300 mm) wide, and the trench for 2 or more conduits installed at the same level shall be proportionately wider. Trench bottoms for conduits without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the conduit along its entire length. Unless otherwise shown on the plans, a layer of fine earth material, at least 4 inches (100 mm) thick (loose measurement) shall be placed in the bottom of the trench as bedding for the conduit. The bedding material shall consist of soft dirt, sand or other fine fill, and it shall contain no particles that would be retained on a 1/4-inch (6 mm) sieve. The bedding material shall be tamped until firm. Flowable backfill may alternatively used. Unless otherwise shown on plans, conduits shall be installed so that the tops of all conduits are at least 18 inches (45 cm) below the finished grade. When two or more individual conduits intended to carry conductors of equivalent voltage insulation rating are installed in the same trench without concrete encasement, they shall be spaced not less than 2 inches (50 mm) apart (measured from outside wall to outside wall) in a horizontal direction and not less than 6 inches (150 mm) apart in a vertical direction. Where two or more individual conduits intended to carry conductors of differing voltage insulation rating are installed in the same trench without concrete encasement, they shall spaced not less than 3 inches (75 mm) apart (measured from outside wall to outside wall) in a horizontal direction and lot less than 6 inches (150 mm) apart in a vertical direction. Trenches shall be opened the complete length between normal termination points before conduit is installed so that if any unforeseen obstructions are encountered, proper provisions can be made to avoid them. Conduits shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches to anchor the assembly into the earth while backfilling. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5 -foot intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to use. 110-3.4 MARI{ERS. The location of each end and of each change of direction of conduits and duct banks shall be marked by a concrete slab marker 2 feet (60 cm) square and 4-6 inches (100-150 mm) thick extending approximately 1 inch (25 mm) above the surface. The markers shall also be located directly above the ends of all conduits or duct banks, except where they terminate in a junction/accesp structure or building. The Contractor shall impress the word "DUCT' or "CONDUIT' on each marker slab. The Contractor shall also impress on the slab the number and size of conduits beneath the marker along with all other necessary information as determined by the Engineer. The letters shall be 4 inches (100 mm) high and 3 inches (75 mm) wide with width of stroke 1/2-inch (12 mm) and 1/4-inch (6 mm) deep or as large as the available space permits. Furnishing and installation of duct markers is incidental to the respective duct pay item. 110-3.5 BACKFU LING FOR CONDUITS. For conduits, 8 inches (200 cm) of sand, soft earth, or other fine fill (loose measurement) shall be placed around the conduits ducts and carefully tamped around and over them with hand tampers. The remaining trench shall then be backfilled and compacted in accordance with Item P-152 "Excavation and Embankment" except that material used for back fill shall be select material not larger than 4 inches in diameter. Flowable backfill may alternatively be used Trenches shall not contain pools of water during back, filling operations. The trench shall be completely backfilled and tamped level with the adjacent surface: except that, where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. Sebmdan Municipal Airporl Rumvaayys 4.22 & 8.26 PAPf Construction Juty,6 L-110-5 110-3.6 BACIOUJANG FOR DUCT BANKS. After the concrete has cured, the remaining trench shall be backfilled and compacted in accordance with Item P-152 "Excavation and Embankment" except that the material used for backfill shall be select material not larger than 4 inches in diameter. In addition to the requirements of P- 152, where duct banks are installed under pavement, one moisture/density test per lift shall be made for each 250 linear feet of duct bank or one work period's construction, whichever is less. Flowable backfill may alternatively be used Trenches shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface: except that, where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. 11".7 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the work shall be restored to its original condition. The restoration shall include sodding as shown on the plans. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. All restoration shall be considered incidental to the respective L. 110 pay item. METHOD OF MEASUREMENT 110-4.1 Underground conduits and duct banks shall be measured by the linear feet (meter) of conduits and duct banks installed, including encasement, locator tape, trenching and backfill with designated, resolution, and for drain lines, the termination at the drainage structure, all measured in place, completed, and accepted. Separate measurement shall be made for the various types and sizes. BASIS OF PAYMENT 110-5.1 Payment will be made at the contract unit price per linear foot for each type and size of conduit and duct bank completed and accepted, including trench and backfill with the designated material, and, for drain lines, the termination at the drainage structure. This price shall. be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item in accordance with the provisions and intent of the plans and specifications. Payment will be made under: Item L-110-1 1-2"Schedule 40 PVC Conduit Direct Buried in earthhnck complete in place. Includes excavaton, labor, connectors, and badfill complete in place Price per Unear foot Item L-110-2 1-2"Schedule 40 PVC Conduit directional bored under existing taxiway and runway pavement Includes excavation, installation pits, conduits, frllings, labor, backftU and etc, complete in place —Price per Unear foot Item L-110-3 Hand Excavate 1-2"Schedule 40 PVC Conduit Direct Buried in earthhock complete in place Includes hand excavation, labor, connectors, and backfiU complete in place. —Price per Unear foot Sebastian Municipal Airport ✓ cgs -22 & 8-26 PAPI Construction L-I10-6 A�% MATERIAL REQUIREMENTS Fed.Spec.W-C-1094 Conduit and Conduit Fittings; Plastic, Rigid (cancelled; replaced by UL 514 Boxes, Nonmetallic Outlet, Flush Device Boxes, & Covers, and UL 651 Standard for Conduit & Hope Conduit, Type EB & A Rigid PVC) Underwriters Laboratories Rigid Metal Conduit Standard 6 Underwriters Laboratories Fittings for Cable and Conduit Standard 514B Underwriters Laboratories Intermediate Metal Conduit Standard 1242 Underwriters Laboratories Schedule 40 and 80 Rigid PVC Conduit (for Direct Burial) Standard 651 Underwriters Laboratories Type EB and A Rigid PVC Conduit and HDPE Conduit (for concrete Standard 651A encasement) Sebastian Municipal Airport Runways 4-22 & 8-26 PAP/ Construction July 2007 END OF ITEM L-110 L-110-7 ITEM L-125 INSTALLATION OF AIRPORT LIGHTING SYSTEMS PART 1- DESCRIPTION 3.2 125-1.1 This item shall consist of airport lighting systems furnished, relocated, installed or modified in accordance with these specifications, and the applicable Advisory Circulars. The systems are to be installed at the locations indicated and in accordance with the dimensions, design, and details shown in the plans. This item shall include the furnishing of all equipment, materials, services, and incidentals necessary to place the systems in operation as completed units to the satisfaction of the Owner. 125-1.2 - REFERENCED MAT ERUM Additional details pertaining to a specific system covered in this item are contained in one or more of the Advisory Circulars listed below. Contractor shall use the latest version of the listed advisories: L-801 Airport Rotating Beacon(ACI50/5345-12E) L-802 Airport Rotating Beacon (AC I 50/5345-12E) L-804 Light, Holding Position Edge (AC 150/524546C) L-806 Wind cones, Rigid (AC 150/5345-27D) L-807 Wind cones, Rigid (AC 150/5345-27D) L-810 Lights, Obstruction (AC 150/534543F) L-821 Panel, Airport Lighting Control (AC 150/5345-3E) L-823 Connectors, Cable (AC 150/5345-26C) Change 1 and 2 L-829 Regulators, Constant Current, with Monitor (AC 150/5345-1 OF) L-830 Transformers, Isolation, 60HZ (AC 150/5345-47B) L-831 Transformers, Isolation, 60HZ (AC 150/5345-47B) L-849 REIL —Runway End Identifier Lights (AC 15015345-5 1 A) L-850 Lights, Runway, Inpavement (AC 150/5345-46C, AC 150/5340-30B) L-852 Lights, Taxiway, Inpavement (AC 150/5345-46C, AC 150/5340-30B ) L-853 Markers, Retroflective (AC 150/5345-39C) L-858 Signs, Taxiway Guidance (AC 150/5345-44G) L-861 Lights, Runway & Taxiway Edge Medium Intensity (AC 150/5345-46C, AC 150/5340-30B ) L-862 Lights, Runway Edge, High Intensity (AC 150/5345-46C, AC 150/5340-30B ) L-867 Light Base, Non -Load Bearing (AC 150/5345-42F) L-868 Light Base, Load Bearing ( AC 150/5345-42F) L-869 Junction Boxes (AC 150/5345-42F) L-880 PAPI - Precision Approach Path Indicator (AC 150/5345-28F) L-881 PAPI - Precision Approach Path Indicator (AC 150/5345-28F) L-882 Generic Visual Approach Descent Indicator (AC 150/5345-52) 125-1.3 SUBMITTALS Shop drawings and catalog cuts of each lighting and cable component, indicating FAA approval, shall be submitted for approval and approved prior to ordering any materials for this section. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the Contract Documents. 125-1.4 QUALIFICATIONS: Sebastian Municipal Airport Ru aw 4-22 & 8-16 PAP! Comtruction July 2007 L-125-1 ^a ^. The Engineer reserves the right to reject any equipment which, in his opinion, does not meet the system design and the standards and codes specified herein. (a) Airport lighting equipment and materials covered by FAA spedjlcadons shall have the prior approval of the Federal Aviation Administration, Airport Services, Washington, D.G 20591 (b) All other equipment and materials covered by the other referenced specifications shall be subject to acceptance through the manufactures certification of compliance with the applicable specifications. (c) Lists of the equipment and materials required for a particular system are contained in the applicable advisory circulars. (d) If the Contractor elects to famish and install airport lighting equipment requiring additional wiring, transformers, adapters, mountings, etc., to those shown on the drawings and or listed in the specifications, any cost for these items shall be incidental to the equipment cost. (a) Only the specified type, style, class, and etc., of FAA approved equipment, when indicated in the plans or specifications, will be acceptable even though equipment of other types, styles, classes, etc, may be FAA approved. "FAA approved" as used herein means approved under the Airport Lighting Equipment Certification Program as described in Advisory Circular (AC) 15015345-53, latest revision. (f) All airfield lighting fixtures shall have been manufactured and shall perform in accordance with FAA AC 15015345-46, latest edition. Any defect in design, materials (excluding lamps), or workmanship, which may occur during proper and normal use, shall be warranted for a period of one (1) year from date of installation. This warranty must include specifically warrants against water leakage, damage, and corrosion to the lamps, electrical connections, and optical elements internal to the luminaries. Any above mentioned defect requires the manufacturer to repair or replace, at its option, the defective part(s) or entire fixture at no additional cost. All other equipment shall be guaranteed free from defects in manufacturing, workmanship, and materials for a period of 12 months from placement into service. PART 2 -MATERIALS 125.2.1 GENERAL. (a) Airport lghting eauloment and materials covered by FAA Sbedficadons shall have prior approval of the Federal Aviation Administration. Airports Service. Washington. D.0 20591. and shall be listed in Advlaprp Circular 15015345-53. latest edition. Airport Lighting Eauipment Certification Program AM items that are FAA Test Laboratories approved at the time of bidding. which otherwise meet the prefect specifications are acceptable. (b) AU other eaulument and materials covered by other referenced specifications shall be subject to acceptance through the manufacturer's certification of compliance with the apolicable speciffcailons..The Contractor shall submit the manufacturer's certificates of compliance with the applicable specifications to the OAR for approval before the equipment and material are ordered (d Manufacturer's certifications shall not relieve the Contractor of his responsibility to provide materials in accordance with these specifrcadons and acceptable to the OAK Materials supplied and/or instaQed that do not materiallv comalt' with these specifications shall be removed when directed by the OAR and replaced with materials, which do comaty with these specifications. at the sole cast of the Contrador. Sebwrim Municipal Airport Rw`ways 4-11 & 16 PAPr Comtsuctton July 1007 L-125-2 (d) Lists of the equipment and materials required for a particular system are contained in the applicable Advisory Circulars as shown and described in the Contract Documents. (e) AM items required Der this section are for use on a 66 amp orimary series circuit unless specifically noted otherwise 125-2.2 GUARANTEES (a) Except as modified below, all equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of twelve (12) months or the manufacturer's standard guarantee period which ever is greater, from final acceptance by the Owner. The defective materials and/or equipment shall be replaced with no additional cost to the Owner. 125-2.3 BASIS OF DESIGN The airfield lighting systems are designed using the below listed maximum fixture wattages. Approved airfield lighting fixtures with higher wattages are permissible provided the Contractor assumes all costs for the redesign of the airfield lighting and necessary power distribution systems and all costs incurred furnishing and installing any additional equipment. In no case shall the Contractor be allowed to reduce the size of the constant current regulators or the power distribution systems. 125-2.4 FIXTURES All inpavement fixtures shall be style 3. The total height of the fixture above the finished grade (x) shall be x < 0.25 inch. All inpavement fixtures shall be Class 2. All fixtures shall be Mode 1, 6.6A. The fixture pay items shall include, as applicable, a deep base can, top can section, base plate, properly sized spacer ring (w/concrete ring), properly sized L-830 transformers, L-823 connectors, and all incidentals and appurtenances required to provide a fully functional and operating lighting system to the satisfaction of the Engineer. All alignment, leveling, aiming, etc. is included as a component part of the fixture pay item. 125-2.4.1 RUNWAY SEMI -FLUSH IN PAVEMENT LIGHT. Runway Semi -flush fixtures shall be L-852D Taxiway Centerline Fixture modified per FAA Advisory 150/5340- 30B and shall be in with Advisory Circular 150/5345-46, latest edition. L-852D shall be have quartz type, current driven and not require the use of a power adapter (a) The fixture shall be a cast assembly with integral lighting unit and optic assembly. It shall be capable of being placed on both new or existing L-868 lighting bases. 125-2.4.2 RUNWAY AND TAXIWAY EDGE LIGHTS. L-861 Runway Edge Lights and L-861T Taxiway Edge Lights are to be manufactured in accordance with Advisory Circular 150/5345-46, latest edition. (a) The fixture shall be cast aluminum head assembly with a stainless steel encircling clamp band, a . heat and shatter resistant lens, and a standard steel mounting column. (b) The elevated runway edge lights shall be L-862 quartz type. Fixture to be mounted on L-867/L. 868 base with cover. Cover to be 1 '/:" hub. Fixture to have frangible coupling and 1" column of appropriate length. The elevated runway edge light lens assembly shall be a low profile design and shall be secured by two thumbscrews for ease of maintenance. Fixtures utilizing a clamp band Sebastian Municipal Airport Rumvaayys 4-22 & 8.26 PAPI Construction July 2007 L-125-3 AOMWA 1#0411, assembly or gaskets are not acceptable. (c) Taxiway Lamps shall be LED. Fixture to be mounted on L-867 base with cover. Cover to be I %" hub. Fixture to have frangible coupling and 1" column of appropriate length. The elevated taxiway edge light tens assembly shall be a low profile design with glass lens and shall be secured by two thumbscrews for ease of maintenance. Fixtures utilizing a clamp band assembly or gaskets are not acceptable. 125-25 LAMP Lamps shall be of size and type to provide distributions and minimum output requirements of isocandela curves shown for each size in AC 150/5346-46, latest addition. All airfield lighting fixtures shall be installed with lamps 125-2.6 COLORED FILTERS. Colored filters, or colored lenses, to be used for Airfield Lighting Fixtures shall conform to the requirements of Military Specification MII.-C-250-50 Type I and FAA Advisory Circular. 125-2.7 ISOLATION TRANSFORMERS Isolation umisfomiers shall be for 20 Amp or 6.6Amp, series lamp(s) (as required) conforming to requirement of Advisory Circular 150/5345-47, latest addition. 125-2.8 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88, respectively, as . manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal. Electrical coating shall be Scotchkote as manufactured by Minnesota Mining and Manufacturing Company, or an approved equal. 125-2.9 CONCRETE. A. Concrete backfill shall conform to section P-610, Structural Portland Cement Concrete, Class II (3,400 psi in 28 days) except for concrete backfill for trenches along and across active runways, taxiways, and aprons shall be Class III or Class IV using Type III Cement, aggregate size number 8 and set accelerator admixture meeting 2,500 psi in 5 hours and 5,000 psi in 28 days. _ =125-2.10 CONDUIT. Conduit shall comply with specification L-110. (a) Rigid steel conduit and fittings shall conform to the requirements of Federal Specifications WW-C-581. (b) Plastic conduit and fittings shall meet the requirements of Federal Specifications W- C-1094, Type 11. 125-2.11 CABLE CONNECTIONS. In line connections of underground primary cables shall be of the type called for on he drawings and shall be listed below. (a) The Field Attached Plug-in Soliee. Field connections shall be accordance with Figure 3 of AC 150/5345-26, latest addition, Specification for L-823 Plug and Sehwtian Municipal Airport Rw aw 4.22 & 8-26 PAPI Construction July 2007 L-125-4 Aftk ^ Receptacle, Cable Connectors, employing connector kits. This splice is approved for field attachment to single conductor cable. The kits shall be manufactured by Amerace Corp., Blastimold Division or approved equal. It shall be the Contractors responsibility to determine the outside diameter of the cable to be spliced and to furnish appropriately sized connector kits and/or adapters. This is especially critical in splicing new cables to existing, where the outside diameter of the two cables may differ. (b) The Factory Molded Plue-in Si ice. Specification for L-823 Connectors, Factory Molded to Individual Conductors, are approved. 125-2.12 HEAT SHRINKABLE SPLICE KITS. Heat shrinkable kits shall be Raychem Corporation Type APL, or approved equal. 125-2.13 LIGHT BASES. The light bases shall be steel and shall be L-867 for non -load bearing (edge light installation) and L- 868 (load bearing) for flush edge lights. The sizes shall be shown on the contract drawings. The cans shall be manufactured in accordance with Advisory Circular 150/5345-42, latest edition. All can, risers and flange rings shall be Class 1, hot dipped galvanized. (a) The 1,467 bases shall be used for non -load bearing applications and may be the telescoping type for new installations to allow for asphaltic overlay construction requirements. For existing installations, standard steel riser ring segments shall be used. (b) These rings shall be compatible with the existing base can and lighting fixture to be reset or replaced on base. Stainless steel bolts shall be used for the installation of all fixtures onto the bases. (d) The L-868 bases shall be used for load bearing installations in pavement. Two piece base cans shall be used, the bases shall utilize standard riser rings to adjust the fixture to the proper height subsequent to the overlay.. In addition, flange rings with concrete rings shall be compatible with each other and shall be steel. Stainless steel bolts shall be used for the installation of all fixtures onto the bases. (e) The spacer rings are designed as a nominal 0.75" thickness, however the spacer rings may be required to be thinner or thicker depending on base can installation and paving techniques. This contractor shall be responsible to measure and determine the required thickness of each individual spacer ring, top can section or base can extension required to put the airfield lighting fixture at the correct elevation, azimuth and rotation per FAA Advisory Circulars, latest editions. The Contractor's bid price shall include famishing and installing all spacer rings, top can sections and base can extensions required. 125-2.14 CONNECTORS The connectors for the primary Vc 48, L-824, 5KV, Class C cable and the connectors for the secondary 600 volt cable shall be L-823 plug type. 125-2.15BOLTING HARDWARE Sebastimi Municipal Airport R ayj4 -22 & 8-26 PAN Comfmc ion July 2007 LI25-5 All airfield bolting hardware shall be stainless steel and shall meet FAA requirements. All bolts 1/4 inch and larger shall be hex head type. All bolts smaller than 1/4 inch trade size shall be recessed Allen type. All bolted connections shall utilize an anti -rotational locking type device. The base can cover and fixture mounting bolts shall extend thru the base can mounting flange into the base can a minimum of 0.5 inch. The bolts shall have enough thread length so they do not shoulder out before the fixture is securely tightened. 125-2A6ANT1-SEIZE COMPOUND The and -seize compound shall be Ideal 'Noalox" or approval equal. Use Dow Coming Compound III valve lubricant non curing sealant to seal between sections of base cans, spacer rings, adapter rings or fixtures. 125-2.17 FILLERS AND ADHESIVES Joint sealing filler shall be FAA type P-605 and adhesive compounds shall be FAA type P- 606. The P-605 and P- 606 shall be formulated so they are compatible with the pavement type with which they are to be used. 125-2.18IDENTIFICATION MARKERS Fixture, manhole and sign identification markers shall be brass bench markers with flat top or approved equal. 1/16" deep by 3/8" high text shall be engraved in the ID marker. Once the ID markers are accepted the OWNER will use them as a basis for acceptance of the field installed markers. Payment for markers is incidental to the respective pay item of which it is a component part. 125-2.18 DELIVERY, STORAGE AND HANDLING Ship materials and equipment disassembled only to the extent necessary for reasons of shipping limitations, handling facilities, and to avoid damage during shipment. Maintain materials and equipment in new condition. This shall include the use of suitable coverings, indoor storage, etc. to properly protect the equipment and materials. Any equipment or materials, in the opinion of the ENGINEER/OWNER, damaged during construction or storage peripds shall be replaced by and at the expense of the Contractor. 125-3. CONSTRUCTION METHODS. 125-3.1 GENERAL. The installation and testing details for the systems shall be as specified in the applicable Advisory Circulars or manufacturers specifications as approved by the Engineer. All fixtures, base cans, etc., shall be installed as shown on the plans or approved shop drawing and in accordance with the applicable FAA Advisory Circulars and manufacturers' recommendations. Tolerances given in the FAA Advisory Circulars, these specifications, and the plans shall not be exceeded. Where no tolerance is given, no deviation is permitted. Items not installed in accordance with the FAA Advisory Circulars, these specifications and plans shall be replaced by and at the expense of the Contractor. 125-3.2 PLACING LIGHTS. a. All new or relocated light fixtures or junction cans shall be installed at the location indicated in the plans or as directed by the Engineer. For runway or taxiway edge lighting systems, installation and installation tolerances, the Contractor shall conform to the FAA Advisory Circular 150/5340-30, latest edition. Stake location of all light fixtures prior to installation to demonstrate accuracy of layout, spacing intervals, and coordination with paving joints and utilities. b. For runway and taxiway in -pavement lighting systems, installation and installation tolerances, the Contractor shall conform to the FAA Advisory Circular 150/5340-30 and 150/5340-19, latest Sebastian Municipal Airport Rwrways 4-22 & 8-26 PAP] Construction July 2007 L-125-6 000%k AO*A edition. Stake location of all light fixtures prior to installation to demonstrate accuracy of layout, spacing intervals, and coordination with paving joints and utilities. C. Bases and Conduit System. Inspection of lighting systems during construction is important. Certain components may not be accessible for corrective action after the final installation. The Engineer shall Inspect the installed light unit to determine if the equipment has been installed in accordance with the manufacturer's instruction and at the proper elevation. Check the alignment of all units to determine if all lighting fixtures have been installed in accordance with design and installation requirements. Check the fixtures and bases to determine if the securing hardware has been tightened in accordance with the manufacturer's instructions. Visually inspect the lighting fixtures to determine if the lens and channels in front of the lens are clean. d. The Contractor will be held responsible for all correct leveling, adjustment, and orientation of all lights installed by him/her. e. After leveling, the Contractor shall adjust the asymmetric lens of each optical system so that the two concentrated beams of light shine up and down the runway or taxiway and are "toed in" symmetrically toward the centerline of runway or taxiway. Final adjustment of asymmetric lenses shall be made at night, and shall be to the satisfaction of the Engineer. f. Corrosion -resistant circuit identification tags identifying all circuits shall be affixed to all cables, in accordance with these specifications. g. Provide slack cable inside the light base and transformer housing to permit connections of the primary leads to the lamp leads with a disconnecting plug and receptacle. h. The bases for base -mounted light unit shall be installed as shown in the plans, at the specified location. The cable entrance hubs are to be oriented in the proper direction. With the base properly oriented and held at the proper elevation, place concrete is sloped away from the flange portion of the base so that the sloped outer edges of the concrete are the surface grade. Grade elevation shall be as established by the Engineer. Light bases which are too high or too low shall be removed and reset. i. Edge light units shall be 8 feet off the striped edge of pavement (unless specifically indicated otherwise). On straight sections, they shall be optically in line when sighted from either end of a straight section. Base cans for edge light units shall be installed at the designated locations with top flanges at the required elevation and within 2 degrees of level. All elevated edge lights shall be installed at an equal height above grade not to exceed 14 inches. Transverse alignment shall be plus or minus 1/2 inch; longitudinal alignment (parallel to edge) shall be plus or minus 3 inches. j. Dewatering necessary to construct L-125 Items and related erosion and turbidity control in accordance with Federal, State, and Local requirements is incidental to its respective pay item as a part of L-125. The cost of all excavation regardless of type of material encountered, shall be included in the unit price bid for the L-125 Item. k. Dow Coming Compound I I valve lubricant non -curing sealant or approved equal shall be used to seal between sections of base cans, spacer rings, adapter rings or fixtures. An identification tag shall be installed with each fixture, sign, etc., as shown in the plans. Stainless steel circuit identification tags identifying each circuit shall be attached to each cable in the Sebxd= Municipal Airport Rwwray 4.22 & 8-26 PAP] Construction July 2007 L-125-7 fixture, on each side of all cable to cable splices and on the cable side of the cable to transformer splices. Provide three feet (Y) of slack in each end of each cable in each base can. All connections shall be able to be made above ground. 125-3.3 WARRANTY The lamp life, as rated by the manufacturer (not the supplier), shall be warranted for the number of hours specified in the manufacturer's submittal. Should 10% of the lamps fail prior to the rated life, the entire system using the failing lamp type shall be relamped at the Contractor's expense, and the warranty time shall start over. 125.3.4 OPERATION AND MAINTENANCE MANUALS The Contractor shall provide a total of five copies of all applicable technical drawings, operating limitations and recommended maintenance procedures for all equipment installed under these specifications. Manuals shall be provided in a three ring binder format and shall be properly tabbed for each specific item. Final payment for any contract amounts shall not be processed without proper submittal of these manuals and approval of the Owner. 125-4. METHODS OF MEASUREMENT. 3.3 125-4.1 GENERAL The quantity of airfield lighting units or base cans to be paid for under this item shall be the number of each type installed, adjusted, removed or replaced, complete in place, ready for operation, and accepted by the Engineer. 125-& BASISOFPAYMENT . L-125-.1 Payment will be made at the contract unit price or lump sum price for each item completed by the contractor and accepted by the engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tolls, and incidentals necessary to complete this item. See plans for additional requirements. Payment will be made under. Item L-125-I Provide and install 2 box PAPI System, complete. Includes excavation, installation, all PAPI equipment, lamps, control panel, junction boxes, concrete bases, aiming, testing, conductors, splice kits, connections, labor, coordination, conduit, flexible conduit, control and power wiring, ground rods, grounding, fiangible couplings, anchor bolts, backfill, grading, earthwork, anti -seizing compound, fittings, flight check, PAPI aiming tool, and etc. for a complete working system in place. - Price per each. Item L-125-2 L-867 16"Diameter x 24" Deep Junction Box with 112" thick steel cover installed in earth. Includes excavation, base can, rock, concrete, steel cover, anti -seizing compound, stainless steel bolts and hardware, identification, brass tags, marker, connections, splice kits, safety ground, ground rods, drainage, backfill and etc. complete in place. - Price per each. Item L-125-3 2 can - L-867 junction can plaza in Earth. Includes excavation, base cans, rock, concrete, steel covers, anti -seizing compound, stainless steel bolts and hardware, identification, brass tags, Sebastian Municipal Airpon Rneoffys 4-22 & 8-26 PAP! Counvetlon July 2007 L-125-8 /-. markers, connections, splice kits, safety ground, ground rods, drainage, backfill and etc. complete in place. - Price per each Item L-125-4 Identification of cables, ductbanks and lighting fixtures per FAA Specifications. Includes concrete duct markers, brass tags, circuit identification, labor and etc. - Price per lump sum Item L-125-5 New PAPI Power & Control Pedestal. includes excavation, installation, pedestal, concrete, conduit, transformers, surge arrestor, conductors, disconnect switch, PAPI control equipment, stainless steel channel, testing, splice kits, lightning rod, frangible coupling, grounding, ground rods, wiring, control & power wiring, connectors, backfill, labor and etc. for a complete working system in place. —Price per each Item L-125-6 Intercept existing conduit system and connect to new conduit system and extend circuit. Includes excavation, backfill, dewatering and cleaning of conduit systems, connections, splice kits, labor and etc. complete in place.— Price per each Fed. Spec Conduit, Metal, Rigid; and Coupling; Elbow; and Nipple, W W-C-581 Electrical Conduit: Zino -Coated. AC150/5340-30B Runway and Taxiway Edge Lighting System. AC150/5340-18D Taxiway Guidance Sign System. Sebartim Municipal Airport Rumnaayya 4.22 & 8-26 PAPI Construction July 2007 END OF ITEM L-125 L-12S-9 SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA LOCATION MAP W b rz Ii'a Na Lstl 1-900-b2-1]]0 sww. aa.a w u s mac ac NOTE: ALL REFERENCES TO RUNWAY 9-271N THESE DOCUMENTS SHALL BE REVISED TOAEAD RUNWAY 8-26. ALL CIRCUIT, PANEL AND OTHER LABELING OR IDENTIFICATION SHALL REFER TO RUNWAY 8-26. N RUNWAYS 4-22 AND 8-26 PAP[ CONSTRUCTION FDOT PROJECT 412374-1-94-01 LPA PROJECT TA412023 JULY 18, 2007 LjA THE LPA GROUP INCORPORATED Transportation Consultants au tacunr oxcvia� muar si[ a,s IN.E WRI'. R ]Tb cawaP,ie txmse n: mww, aNM G J,WSE]1 P£ MOON VICINITY MAP SU NO. 1 011 51 EEE�g�i� y€y� tre A tl�CSR I �r n JNI bb gill n 66S66S &y B MM eaa ��6�8 ��3 yq�n ggggggetl p nm - tpe n 4e a.r.no.vrw.s:nwocwn+�+mwrwwy..r+r^Na N IF F *M es �o go pi jig Y Y Am40 rag FRE"_ � 1v Si g � pqSql ' 9 4� �� M� l f P P P Y N p P pullul $� V ; � � -p m g m A181 u19 lip I g AlSRI.- lA Al RIP x WAIPS T ZO C—T � I i "y �� Z m n ���?i_�p�� ■� gg� vam D r Z z ^x A!e �ib -- A9 45Ir r / [ Im m °i gR -i FI FCTRICAI I FrFNn • NEW DIRECT BURIED SCHCYULE 40 PVC CONDUT INSTALLED ED IN EAR%rCK- SEE ELECTRICAL SITE PLAN FOR AMOUNT/SIZE AND —�— NEW DIRECT BURIED SCHEDULE 40 PVC CONLXUTT, HMO EXCAVATE AND INSTATED IN EMM/ROCL SEE ELECTRICAL SITE PLAN FOR M WNT/SIZE AND LOCATION OF CONDUITS. — A •— NEW SCHEDULE 40 PIC CONDUIT DIRECTIONAL BORED UNDER E705IOtG FULL SiitE71CM PAVEMENT. SEE ELECTRICAL SITE PLAN iOR AYlX1NT/SQE AND IACATION OF CONDUITS 1 NEW J/{' X IOYIM OLOUND ROD, EXO7HFJtILIG1LIY CONNECTEO ro cDUNrEE+POISE, O O NEW L-eE1 (2-BOX) 2{OV PAP, SYSFAM, SEE DETAILS FOR ADDITIONAL INFORMATION. T—� NEW POWER PEDESTAL SEE ELECTRICAL SITE PLAN FOR LOCATION, V'V SEE DETAILS AND RISER FOR ADO TIDHAL , OR Vj,,,L O NEW-B6T NNLTXX^I CM PLAZA; SEE DETAXS. XX LHx4W11TY OF JUNCRON CANS PEA PLAZA OD NEW L-W OONC`LM ENCASED l8' Du x 24' DEEP BQfTOMLESS AMCM CAN WHM A 1/2' TMCL STEEL COVER IN STALIED IN EARTLI/ROM NEW L-007 CONCRETE ENCASED IE' OIA x 24' DEEP JUIVC7ION CAN WITH A i/2' T/IGL STEEL COVER INSEA1ED IN EARTH/ROLL. FI FRTRIrAI INSTAI I ATION NOTFq O CONTRACTOR SHALL PROVIDE AND wSTµl NEW PM POWER PEDESTAL AND LIGHT ASSEMBLY SS' COMPLETE CONIRACLOR SK- = ALL NEFrg,4ARY CONNECTIONS FORA COMPLETE WORTONG SYSTEM W RACE SEE DETAILS AND PoSERS FOR ADDTIONAL W=TjON. O CONTRACTOR SHALL MODIFY EXISTING AIRFIELD VAULT El.ECIPoCLL SYSTEM AND PROVIDE AND INSTAL NEW PAR ELECTRICAL SEANCE, COMPLETE SEE RISERS AND DETAILS FOR ADDITIONAL INFORMATION. O CONTRACTOR SNAIL NANO EXCAVATE, LOCATE AND INTERCEPT EXISTING OR= BULIM CONOOIT CAN. OOMPLLTE w PIK•E /�� µp RIB.,EXTEND STING CONDUIT SYSTEM TO NEW JL/NCTION FOR ADDITONL INFORMATION. 2-XY 2-X - 2 INDICATES NUMOFA OF COMOUCTO M X INOIOATES M D UCIOR ME' Y INDICATES CCECUIT IDENIFICATION I-XEC 1-kEG - t W(XGT6 NIIMBFA OF CONDUCIOES, x INMATES CONDUCTOR SQE. 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FIDRNA n n a 114E I a I GROUP___ leAlIDC1[IAd.m.vo�s f _'1f a x I i r _ i' ZF wK®iaa a : I N u I a a[ if .01 �w n �18R8 iLWCSmICA1 mc m�fDNlt� N'i.. wz bL .N Mam 44 Cm MnsBG[ ^,1 � NCa M1N' YO • IDDNa 11 S . i� /CAI •a% a ❑i. u,d 1: �� f'y'.',•y),,, a _ ♦r¢r i �. I tinRf/Oh AI S=GERIbIQ OF SPACERS AND JOINfS a :aC+ o ( o aw . �Saae�y � i.am awy�_..rm am+ur,�l f suae °�=; xof m Y/tE Ws avx [n r m w smn -- — m e A PRar rUPociw 1 no etas EXISTING PANELSOPRD 'A' rmi Wm IEIDIX z nacxs nrxui aolml xPc to LOAD al CU ATON srt sort NIN rw ca.alm "110 'Tan °0N o.�ln M nw A Dior �PDI INN$ I A I e I e. 1 A 11.1,6I sRn OIIIeEl I] I] I P}61M• Vaafl IO.D is, I ISO I Aapm PNfL IDaD ai o I Sa I y.A. L•I S/e i Mll$ ip I I Tone ua0 Iu zu I IA ; ID H rnaxm wuNam grrU (n 1 mrA�xw I ee.e IS . a159 A 2" 1-/e6, ITh •' ✓" IaNwl uux wID+Wn I¢aien . asa .�I al ac a )z• aaxas;lE DMiasc I� �la.w PS(J s[E Coxpmc elnaaA xmc Onsmia xux eASAian - .DD. aHYZA. IW comet � I I� LI m�Na 3Q f191 WR! s set uNP xwWxc usrs oomxMm �• I y1.11 Fly NIO PaSf/l1 NIIOIVIS NN n a.vV:.. 0.:• I 21- 1-IM. IS aNmrARaxellp6 iq1 aWINLTE eON@M SYSIfN W PIME PAR POWER & CONTROL PFOESTAL I ! xm m srnc I I I Q ❑I PEDESTAL INST ATON NOTES I_ _ _ . GGInNLTCx w s¢ CeN4$ ran caxDlAr Iam sRw ANrawxt tnc1ioase uu ioc aE eoem mE J, W011CItla NrpeNIKN 'arF I®Ig6 Net AWMFILTAM1e SUPRID 9IO2 NW31a11. NxIRKIae SHIM "^Y� Ica¢ ALL rmsm' MNECnata f'aN A CWREIE AaRIrtIC SYSIOI N RX.Y. RIRIWAY 9-27 N RUNWAY m NA INP 11DAC uat Q °°I^Im^ slwt Nmmc wet Nsrau I-sINA mw-lao/zaw ewae NUSE aar=22 PAH SYSTEMSSYSTEMSffi PAN PO A• /'f]ATROL RI,@ irvE mramnrvun N Imu al slnusAa. wa w. awrclroxs wslslm ron A N6r AIAE CppIEIE OPF1WIyW. SYSId N P1I2 SYPVI ❑j WNRYda0. SW1L mOACe Nb NSfN1 ItiL/ WMfIC119Rn fM MPFP}D PM1 PMl1 YNE NL HH0154aK! CONI61[M NI A IXMNEIE NNxPY' S151d ELECTRICAL & DEiA anxaa.Tc glpVyl. N]{E; aplaSSiE gNsy{L gyyy ayi'pw Ua WNIWtipn ywl syArsi TE 5� Of M PEOSSVI n xO ItanlOx+a COST m TE SCHEDULES ro s>.Tlan P-el0. sNu.Tllxla PannAWD cDAT[r mx0¢IE oesA ro ARY11ixMlE TFE Daslisar. CV.4 r (J.aW P9 N 2e MS'SI SMFP' f M CONLRIE ❑3 I1fXIPIITtlf SIVLL FlN1SE NQ f6TW. ONINON. Fqa ILL YET.4 9NWn4 .RID 6•L1R11 CP1 lNNtl16 NM' H0 MiG9 ILInE nINWA13. LWMATS ND MRWS 9Vll Bf CIA55 i QI CLl4 N V9t5 Wi'IOIII RIM® e(A YD]4NCIl Wa NO B1Ta) m @FYOR NO Cgf6M14➢ M �� mE i cavraar. ACAGAIE s� rm. a AHD sR ILmDNIan m G0.0111aNe srsRx apIIXRN[ YFEIYNi $.'RO p51 N S fIJ1a6 NO S.aW P.9 N `�� le N.YS. a MYE Iei. SSIf1L W ♦'m1 ` NTS E10 PAP, LAMP ��7DgLE per( YET �HHASSEMBLY AND LKK110 TKM _ 2'-4• F1IX CONNECTOR FITTING /� AIIAN OF y�yl COPPER COU 1NTERPOISE I TO GROUND LUC10' Tip l-I I�,,�,' 1' PVC CONDUIT NOTE 10 CONDIXf� THREADED ROO M_ NUT PAA SEMI 1 CAP NUT `�-�,—EJT CONPR690N fIWSINC ASSEMBLY (IRA) n - /' FLFJIIOLE CONWIi BOX 'rr2 COUPLING (CENT) I . ANO L10UIO T1GNT METAL `\ FLEX CONNECTOR fEMA 3 SEE NOTE 9 POWER/CONTROL NEW SR 16 ER COUNTERPOISE iT JUNCTION BO% ON A f-�— NOTECIBIE COUF'L1NC. SEE FM I L� ® a •i NOTE a ApJ 1� � �1yn pg�2l (`'j1 N �J Fp�pry�-� FINISHED EsunE� • • 1 1 1 I PAf�OAF�CIS16f( MTAR MAR _ • _ NOT TO SCALE 16 BARJE COPPER---,-, 2' ad CmrLm LAMP HOUSING ASSFMRI Y PLAN VIFW COUNTERPOISE SCALE NONE TO GROUND ROO 2' WC mNotLr ti NOTE: ADJUST PER MANUFACTURERS RECOMMENDATIONS. 1-3/4' GROUND ' COPPER T COHEAtXf . CUD GROUND R00 WITH Alm APPROVED EXOTHERMIC / /._� i PYC 90'i1HOM' • . CONNECTION CONCRETE OAC1611 NOTE CONCRETE BACgAL SHALL CONFORM pApl_` 20 7S0 M SECTION P-a10, STRUCTURAL PORRAND CEMENT CONCRETE, aAUI `21 ��yy ` B80 CLASS R (3,400 PSI N 28 DAYS) EXCEPT FOR CONCRETE PAPI-9 iD' So 750 BACKFILL FOR 7RENCH6 ALONG AND ACROSS ACTIVE RUNWAYS. 27 4 SEE, NOTE 3400 PSI TAXIWAYS, AND APRONS SFW1 BE C1A55 II OR QASS N USING PAPI- 20 SO 7B0 SEE NOTE 1]-ADDITIONAL GATRTHOVON( MAY BE REOVTRED TYPE IN CEMENT, AGGREGATE SIZE NO. E AND SET ACCELERATOR CONTROL PANEL 2' PVC R TO TO "STINGGRADE 70 MAINTAIN CORRECT 28 ADMWURJE MEETING T,S00 PSI INS HOURS AND 5.000 PSI INWUf17 OU1 APERTURE ELEVATIONS. _ 2" PVC CONDUIT EXOTHERMICALLY ADAPTEREXOTHERMICALLY TO CONDUIT PAA POWER k CONTROL "a. a00V XHHW. AND 1-}BEG IN 2' SCH LAMP HOUSING ASS MAQ Y fLHAI FI_EVATION VIEW SEE oETAa CA INE CONDLAT FROM ENA 7D CaNmoL 3TYR � �B10' COPPER CLAD GROUND OD NOTES 5. cAEW+Ei (TYPICAL EACH LHULT. SEE NOTE 13 rM� WELD CONNECTION BY EXTHOITHERMIC 1. THE LHA FOUNDATION 6 DESIGNED FOR A YOIDIVM BEAaHG CAPACITY SEE SITE PUMA OF -4M PSI. IF UNSUITABLE SOIL IS FOUND. THE CONTRACTOR FOR CONDUCTOR EXOTHERMIC WELD STALL NOTIFY THE RESIDENT ENGINEER BEFORE PROCEEDING. S� �RYpO� 2 THE DEPTH OF FOUNDATION SHALL BE AS SHOWN N ON THE DRAWINGS. 2. IIIIIIAAII����� EDgTHE B0 4 OF ALL EXCAVATIONS S1W1 BE FREE OF WATER AND 1-1/C }6 flMiE 3. THE CONCRETE SWILL BE W ACCORDANCE WITH SPECIFICATION ITEM COPPER P610. CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 34W PSI AT COUNTERPOISE 2E DAYS. SEE CONCRETE BACIDXL NOTE (TYPICAL) r 4. CONCRETE SHALL IN CIRTALL EXPANSION W STIICT ACCORDANCE WEST TIRE CHOIR 710fN5. 3. DOLL HORS AND PAR U TSHAEB EN A STAINLESS STEEL ANCHOR 4' IMP. BOLLS WH1EN THE PAPA UNITS HAVE BEEN ACCUMTELY LOCATED. a. LENGTH OF 2' EMT SUPPORTS SHALL BE SUCH THAT THE BEAN CENTERS OF ALL LIGHT UNITS SHALL BE WITHIN + I INCH OF A HORIZONTAL PLANE - THIS HORIZONTAL PLANE SHALL BE WITHIN +/- 12' OF THE ELEVATION OF THE RUNWAY CROWN AWACQ(T TO THE PAPI UNIS. 7. COAT THE FIANCE SURFACE RESTING ON THE CONCRETE WITH AN ASPHALTIC COMPOUND FOR METAL PROTECTION. A NEOPRENE CASKET IS AN ACCEPTABLE ALTERNATIVE E. THE HEIGHT OF THE POWER AND CONTROL LEC SHOULD BE KEPT TO A MINIMUM. CONTRACTOR SHALL USE APPROVED BURNOY SPLICE KITS WITH APPROVED WATERPROOF HEAT SHRINK COVER FOR ALL POWER AND CONTROL CONNECTIONS. ® ® ® e 9. THE I- PVC CONDUIT FOR THE }a BARE COPPER COUNTERPOISE TO GROUND THE LRA SHALL BE EMBEDDED IN THE LHA FOUNDATION AND PLUGGED WITH DUCT SEAL AFTER - MWALIATION OF THE }a BARE COPPER COUNTERPOISE. 10. BACK SHALL BE PROVIDED IN THE I' UOUIO-TIGHHT FLEJOBLE CCNpLLi : TO ALLOW FOR AWUSTMENT OF THE LHA AIMING ANGLE Z 11. APPLY COLD-CN.VANRINC COMPOUND TO ALLUF CONOTHREADS (FIRST CLEAN OIL FROM TICRCADS). 12. THE CONTRACTOR SHALL APPLY BfTUMASTIC TO THE RIGID STEEL X Y CONDUITS BELOW GRADE. . I& THE COMPLETE PAM SYSTEM SHALL BE WIRED ACCORDING TO MANUFACTURER ,LAMP HOUSING ASSFMRIY SYSTMM CONFIGURATION I TFWESHOID RUNWAY SPECIFICATIONS. SCALE NONE (TYPICAL) EDGE OF FULL STRENGTH 15. APPLY 7NND DELIVER OR APPROVED EOUAL IN ALL TOOLS, BOLTS AHD CONNECTIONS, X- DISTANCE VARIES, SEE SITE PUN FOR WFORMATIO.N RUNWAY 15. PROVIDE AND eE]JVEt 70 DINNER PAP LAMING T0015. Y- DISTANCE VARIES. SEE SUE PLAN FOR NFORYATION IS. CONTRACTOR SHALE PROVIDE AN FAA FLIGHT CNECIL Z- DISTANCE VARIES. SEE SITE PLAN FOR NFMM71ON D MUNICIPAL AIRPORT SEBFSTVAN, FLORIDA � A GROUP LPA TRANWORTATION CONSITANTS x u aAvr N OAR OQ� ,N.•ti S4 bn tAa arm aar� 77rm® mN+q �^ TLL �-•_• TR I aloe .,.•••• •• m I r4Gi r. ®u EM,I.FEES ELECTRICAL ENGINEERING. INC. RAIf FaL 1. A RCA QggqqqqTOle. NA<mA 1.1{1• u� e m moor 1 I I 1 I I .I I�I mu RUNWAY 9-27 h RUNWAY 4-22 PAPI SYSTEMS ELECTRICAL DETAILS jA NITS .� E11 RECESS STAINLESS STEEL BOLTS ASO D TAG W,US/IFAS COATED WITH AN IUN CONFD COIB'DNO /e a cu LUC r e Arc COPPER CROII 0• COUNTERPOISE ROUTED AROUND BASE CAN e' CONCRETE ENVELOPE SEE COfJCRETEr NFAPREME GROMMET 1/4 YARD MATERIAL CLEAN, DURABLE 3/4' GRAVEL. OR STONE 3/4•X TO' MN. GROUND ROD ExOTI1ERWGILLY WELDED TO SAFETY GROUND 7 t• SCHED.. PVC 90 DECREE ELBOW L-W7 BASE CAN, 16' DMA. a 24' DEEP WITH GASKETED 1/2' BLANK CAM STEEL COVER. VERIFY REQUIRED MA. 1 • FlNISH GRADE N OOW4CIOR WRAP JOINT WITH I LAP TA E. THEN TAPE AND 2 LAPS OF PLASM TAPE, TEEN HEAT ' END WRTET:TOR OUT Y eEroTo CONNECTOR Y 1APPlE 12' LOW 1 i SCH 40 PVC EXTEND 1 1/4- MO BASE PROVIDE MIN. JR'ySLACE py N EACH1 CABLE I 4• SCHED. '40 PVC CONOIAiS, DMCRONAL BORED UNDER PAVEMENT/FXISTUIG DUCMANKS SEE SITE PLANS FOR NUMBER OF CONDUITS L-867 8OTTOmLFss CAN NIS NOTE CAN SHALL. HAVE 4-2' OPENINGS. or. 90. LBO. 277 //--EMRSTNG BUILDING WALL GIB CONDULETs .T FW91 GRADE • 'a•�.,Y1, Ft WITH 1/4' MIRES O T/W CIRCUIT KXNTWCA Nl 5000V BRASS /AB TA • DETAIL NOT TO SCALE CONDUIT NTRAN T. NOT TO SCALE B' "NISH GRAD�E7 /`- -PUlRE1G J' WIDE TAPE HARKED S - " ' LECTRK AL' TYPICAL OVER ALL DIRECT BIAM CONDUITS. - —1 Rae Arc DARE COUNTE7tP015E ~' •� . •. CONDE COLNTTFRPOISE ABOVE CaFI D11TT - SCH 40 Pvc CONDUIT t• . SEE CONDUITS 3/4'W .10'0 GROUND ROD EARTH BAC FU IODX DENSITY (COPPED CAD) 500' MAT( `e— EXOTHERMICALLY WELDED DIRECT BURIED RECESS STAINLESS STEEL DOLTS AND WASHEJLS CRATED WITH ANIMPO COMPOUND 1ND COMPO /e ETAAE Cu //e AWG COPft7l, -� f�O�pLJEY() O• O TAG &RE STRAIOED, ,- AROUND8ASEOISE ROUTED CAS GROUND WC_________� CONDUIT SIZE MAY VARY DEINENONG ON USE D L-6a7 SASE CAN. 1a-TxA x 24• DEEP WITH G.ASKETED 1/2• BLANK CALV. Sim COVER MUNICIPAL AIRPORT �f1NISIl GRASE SEBASTWT, FLORIDA THELPA �^ J' SLACK GROUP_ _ IN EACH PRIMARY EACH PRNATI' CABLE 11AF[9'OI[TA710N COf4ALTANTS 2 CON WRAP JOINT WRAP .1LAP YOF 1 LAP OF RUBBERN TAPE WITH I v...acyis Nm�ou�m AND 2 LENS OF PJSTIC TAPE THEN FEAT , SHRINK CONNECTOR KIT 2' BEYOND CQNNEFTOROR END CQKNE E z>o � 2' NIPPLE 12' LUNG SOH 40 PVC EXTEND ]/t' SCH 40- 1 1/4' INTO BASE PvC LONG IP(XriFfrtFNE ro �•••::,-. NEOPRENE GROMMET PREVENT ENTRANCE 8'CONCRETE CONCRETE ENVELOPE OF CONCRETE SEE NE NOTE JROTC 10' MIN. I GROUND ROD 7 WELDEDEXOTHETO SAY OWN WAN, D AB WELDED ro SAFETY YARD LEAN, DURABLE GROUND GRAVEL OR STORE L-867 JUNCTION BOX DETAIL NOT TO SCALE NOTE CAE SOUEN L HAVE 4-Y OP•IGS. a.. 9v. Leo. 270' CONCRETE BACKI'a FATE: CONCRETE BACKFaL SHALL CONFORM TO SECTION P-610, STRUCTURAL PORT AND CEMENT CONCRETE, CLASS • EJ.t00 PS1 MN 26 OAS) EXCEPT FOR CONCRETE BACa1LL �pR TRENCHES ADNG AND ACROSS ACTIVE RUNWAYS, TAXIWAYS. AIM APRONS SHALL BE CLASS UI OR LASS N USING TYPE Mp CEMENT, AGGREGATE SM NO. a AND SET ACCELERATOR ADMIXTURE MEETING 2,500 PS W S HOURS AND 5.000 PSI N 28 DAYS. 12' 2' DIA DOMED BRONZE MARKER (BERNISEN CO2B OR » CONCRETE TOP OF COLICIiETE ENVELOPE •KNCDON CAN EXLSTm a" WIDE WNCEIE wALL �:ECIRCJT OENTIFICATI N UL APPROVED FINE STOP SYSTEM. NAIaR C") YRf11 AN F RATING OF 2 HRS MINIMUM 3/4' OA NOTCHED STEM PLAN VIEW __CORE OKI OPENING SIDE VIEW HIS / / 'wLIO STEEL CONDUIT HIS r— NOTE S FOR IDENTIFI('.ATION MARKER: USE A UL APPROVED FIRE RESLSTANT CAuLx THAT HAS AN F RATING OF 2 AIRS MINIMUM. 1. IOM7Ei1FlCADON MOLLAE SWIPED USING 1/4- FIGURES AND LETTERS THAT ENDS ALL AROUND TYPICAL BOTH SIDES. UNIFORMLY SPACED ON T1ME BRONZE MARKEIL JM FIRE BAILER CAULK Cp-25-rD 5 TO EK 2. OENITFIOATKN MARE RS SHALL 0E UNIFORML.Y INSTALLED AAIACENT USED OR AN APPROVED EQUAL. TO COVER PLATES. CONDUIT PENETRATION AT EXISTIN • WALL OR SLA13 IDENTIFICATION MARKER NOT TO SCALE Nrs 1R 4Maa m EQLE.ERS ELECTRICAL ENGINEERING. ILYC. WO'A YAM w9 s. mn� MM MIfITA uppro.��rtanasmL aIs I RUNWAY 9-27 do RUNWAY 4-22 PAPI SYSTEMS ELECTRICAL DETAILS r MMY rneT - E 12 NOTE5 FOR 6LL 11 uCUON CAN ' ^•^ v 3�1-9a)�c f MD CO" NNfWVMMMO SFE ulgrt NM 9rtE15 FOn 3" CCMN]IS Mt11I31 Aff NO! V]ED w TLLS PftWECf 4WL K GfVFfl Ir WISICE OF flAiA a. olawr Puu As z,toxlt uv umn PIAv sn¢1s 4. aFE IkRL iiXi �IAFLwIN ro JIMCTg1 fN6 ro xrnar�P--°at'o STFX N�Pomw m mi 9� aAsa • p.400 P9 w 3a an) axccPr voP mxo'E 9Kli1LL fCQ iflp!>16 NDXC .V W /giOSS .4CRrE NIINMAI3. TAtlY/An. M10 Mi0"S S1VLL ff M4 N pl CLl4 N 19XG 11F£ W CFIIQ:f. MbiEUiE 9tE N0. 8 N0 RT AR9iAAlpt 78 MnR3 tR21wC 33W P9 M S NgIfS M9 AWO F3 w A* NVC MOIE QJ \TP e _ ati GAMICIE BY3YA1 N'JIE Y110 a (i4"IIIU Q\Y3LIILYI Y S}L 40 AC �Ixt POU"0 RW ]/4 3PC YNE INPIFR (lyP) z tN �"arn t-ear�e• ua z4• Izm vvw 4 art muNAt3m) KEY NOTES,EL[Wo� IO MWBfA Aql MCF"fA1Mx1 li RN0.115 vHN. AE %NI 9hE15 fCfl CETMS. O aU1C1�"""C"�"Cµ g A Y Ow WNfD INWlE NwMR R FI41 Y"]111iNANM AS CWIpWA � MWKM AI9��plIAA"" CWQ3! FR O PI/SAYIG�iRi1 M�IYQ'A�MfAO"�"ME CW 14VA IN abg6RIG ME JITCINYI fIH IETIfIS NHI MINAS 9W1. R 4• w iWI�VAY1 I%iM flMF]FRAT. \4a1•\ IIRp35 „Y YYIE 57 V4' IIEfP 9�� %%NSTNl CME tVwF)6 AT NL T•a6 / IES51tW1 'Xp' / MxI. rm a' RmN ums a�olz.T Mx¢ I DUCT N� i PAPI I t•.� NWOM TO H 1-- atawlm w Ix¢clurrs a o\cr Iaw LEWIS -MIMITTIM, "la O] SFE f.V1E 3D' 1dgR�[R1R10 YNL{Tq g[ w• V L9qk m•Pm a+mrms -.^ ]/avw x to cowm wTo GTP.) 9 I IN TION A� � O Nta D _V MUNICIPAL AIRPORT SE�.LPA nnwoA THE GROUP 7•HdrnfAi[MI QxgLTNR3 �aW �nm. r. mtm ENa� E 6IECPR[CAL EKING. INC. Elm 1 ma I � I I RUNWAY 9 27 k RUNWAY 4 22 PM Sn ji ELECTRICAL oumA wn-� y NTS r'— E13 SIEMENS Submittal Sebastian Municipal Airport, FL PAR Construction FDOT 412374-1-94-01 Prepared for H. L. Pruitt Corporation Siemens A41 irfield Solutions Siemens Airfield Solutions PREPARED BY: ALLEN ENTERPRISES, INC. P.O. BOX 560384 ORLANDO, FL 32856 800-662-2177 Copyright © 2000 Siemens Airfield Solutions Incorporated. All Rights Reserved • Ia I' SIEMENS L-880 & L-881 Precision Approach Path Indicator (PAPI) Compliance with Standards C lydE,ring CUcl k .4At li'.3 i-1Cll''r:X FAA: L-880 & L-881 AC 15015345-28 (Current Edition) Style ETL Certified 1=L-880(4 Box) ICAO: Annex 14, Vol. 1, para. 5.3.5.23 to 5.3.5.45 � 2 = L-881 (2 Box) NATO: STANAG 3316 Heater and Interlock Options - Uses 1 = With Heater and with Interlock Relay The PAPI system uses either 2-light channel or 3-light 2 = With Heater and without Interlock Relay channel units, which offer the pilot information to ca3 = Without Heater and with Interlock Relay m out the approach procedure with the utmost accuracy 4= Without Heater and without Interlock Relay and safety. Lam 1 = 3 Lamp Optical Box The L-880 PAPI system consists of four light units located21*2 = 2 Lamp Optical Box the side of the runway adjacent to the origin of the glide path. The nominal glide slope angle is midway between 4 Legs the angular settings of the central pair of the four units. IT7:1 = TF ree Legs an aircraft is on the correct approach path, the pilot will 2 = Four Legs see two red and two white light indicators. If the aircraft approach is too high, an increased number of white light Ordering indicators will be seen. If the approach is too low, the Power pilot will note an increased number of red light indicators. 2 - Style e (eurre The L-881 PAPI system is identical to the L-880, except only two light units (instead of four) are used. The nominal glide slope is midway between the angular settings of the two units, and when the pilot is on or close to the correct approach path, the unit nearest the runway will be seen as red and the other unit as white. The Style A system is for use with either a 220 or 240V AC input voltage. The Style B system is for use on 6.6 or 20A series circuits. A tilt switch assembly is provided on each PAPI unit to de -energize the system in the case that the optical pattern of any light unit is raised between 0.50 and 1.0e or lowered between 0.25' and 0.50 with respect to the setting angle of the unit. Features • The use of two lenses in tandem in each light channel Code Style B 44A5860-2XXX Style 1 = L-880 (4 Box) 2 = L-881 (2 Box) Lamp 1 = 2-Lamp Optic 2 = 3-Lamp Optic Legs 1 -Three Legs .2 = Four Legs Notes Each PAPI system requires a digital aiming device kit, which is ordered separately. * Interlock Relay Option provides ONIOFF control through current sensing of the runway series circuit during nighttime operations r== makes a sharp transition from white to red (never ex- ceeding three minutes ofarc over the full beam wi hd�) Giy:l:aI A'irniriy IDI v:.:e Kit ' • ICAO chromaticity conformity is maintained over the L-880 or L-881 44A6031 whole width of the red beam • For Style A systems, a photoelectric control on the master control cabinet automatically provides full intensity during the day and a reduced intensity (5%or 20% of full intensity) at night. A circuit breaker is provided to permit de-energization of the input power for field maintenance. • Available in 2-lamp or 3-lamp configurations Features (Continued) • Lenses protected from sandblast by a hardened front glass shield • Long -life tungsten halogen lamps are 20OW PK30d with a rated life of 1,000 hours at 6.6A • Easyto use digital aiming device 1020R&.1 G - 14 - Manual No.96A0209(StyleA) 96AU236 (Style a) .-.'s.'W•'. Features (Continued) Features (Continued) • Easy installation and leveling using setting jig and Fixture uses a black light box with an international aiming device orange cover and stainless steel hardware • Interlock Relay Option available for Style A Electrical Supply • Only one PAPI box assembly is used on either a Style A StyleA or Style B system, minimizing spare part requirements Input Voltage Input Voltage • An unique PC board inside the PAPI box indicates if it is 220VAc±10% 240VACt10% tilted or not, minimizing maintenance troubleshooting (VAmax.) (VA max.) time Without With Without With • Available in 3-leg or 4-leg configuration heater heater heater heater • Reduced cabling between PAPI boxes L-880 (4-box) 1,675 1,694 1,675 1,699 • Reduced maintenance. The unit is fully gasketed and 2-lampsloptical box remains clean inside. tamp and filter replacement does L-880 (4-box) 2,475 2,495 2,475 2,499 not require any tools. 3-Iampsloptical box • Condensation water is drained away through wire -881 (2-box) 875 896 ':87.��,` 900 2- box 2 gauze covered drain holes L-881 (2-optical Z-box) 1,275 1,296 1,275 1,299 • No water can accumulate on the cover, so reflections 3-lampsloptical box that could constitute a false optical signal are eliminated Style B • Corrosion -resistant aluminum, stainless steel hardware, Two Lamp — 6.6A through one 500W isolation transformer and optical glass are used in the assembly L-880 (4-Box) —Total CCR Load: 1960VA maximum • Meets both Class I and II temperature ranges: L-881 (2-Box) —Total CCR Load: 980VA maximum - Class I system operates down to -350C Three Lamp — 6.6A through one 500W and one 200W - Class II system operates down to -55°C isolation transformer L-880 (4-Box) — Total CCR Load: 3160VA maximum L-881 (2-Box) —Total CCR Load: 1580VA maximum rwmau tM/ll�,Ml%6> 9Lj ptl • i•W bM� tlK?n�Md PAPI A or PAPI B PAPI A or PAPI B FIG. 1 FIG. 2 PAPI A or PAPI B FIG. 3 *mwos +,AFpp,o • caomrs ��p i War ' 6 5&N G.15CNNIf .� , fM ✓!61 -�[fi tl9KKiC hA• %R Ne $ag f6W f@1 tt90G.) NIN PAPI B FIG. 4 1020 Rev.J Manual No.96A0209 (Style A) 96A0236 (Style B) f v.J "A Field Splice Kits* Part No. 94AO235-1 Style A —4-box wlout interlock option 2 or 3 lamp Qty. Description 4 Frangible coupling 6 6-pin female plug 4 1-inch (2.54 cm) cable clamp 15 Field splice heat shrink kit 6 inches (15.2 cm) long 30 Butt splices for wire Part No. 94AO235-2 Style A — 2-box wlout interlock option 2 or 3 lamp Qty. Description 4 Frangible coupling 6 6-pin female plug 4 1-inch (2.54 cm) cable clamp 15 Field splice heat shrink kit 6 inches (15.2 cm) long 30 Butt splices for wire Part No. 94A0235-3 Style A — 4-box with interlock option 2 or 3 lamp city. Description 4 Frangible coupling 6 6-pin female plug 4 1-inch (2.54 cm) cable clamp 15 Field splice heat shrink kit 6 inches (15.2 cm) long 1 Connector secondary plug kit 30 Butt splices for wire Part No. 94AO235-4 Style A — 2-box with interlock option 2 or 3 lamp Qty. Description 4 Frangible coupling 6 6-pin female plug 4 1-inch (2.54 cm) cable clamp 15 Field splice heat shrink kit 6 inches (15.2 cm) long 1 Connector secondary plug kit 30 Butt splices for wire Part No. 94AO255-1 Style B — 2 lamp, 2- or 4-box Qty.' Description 1 Frangible coupling 1 Cable clamp 1 Wire harness, 44A5913-1 2 Butt splices 1 Heat shrink tubes 1 Plug adapter PartNo. 94AO255-2 Style B-3lamp,2-or4-box Qty. Description 1 Frangible coupling 1 Cable clamp 1 Wire harness, 44A5913-2 2 Butt splices 1 Heat shrink tubes 1 Plug adapter * One for each optical assembly. Included with PAPI System. 1020 Rev. J Manual No. 96A0209 (Style A) 96AO236 (Style B) Spare Components Description Part No. Filter, Red 1438.12.220 Frangible Coupling 2' EMT 44BOl80 Frangible Coupling 2' Threaded One End 62AO71 t Gasket, Optical Assembly (2-lamp unit) 63AO672 Gasket, Optical Assembly (3-lamp unit) 4071.41.550 Glass, Protective Shield (2-lamp unit) 63AO984 Glass, Protective Shield (3-lamp unit) 63AO671-1 Lamp, 20OW, 6.6A, with female leads* 48AO077-1 Lamp driverltilt sensing PCB (2-lamp and 44A5857 3-lamp) LC Control Board, PAPI A Only 44D1475-3 Leg Assembly 44C2362S Master Box, 240V, 4 Box, PAPI A Only 44A4734-1210 Master Box, 240V, 2 Box, PAPI A Only 44A4734-2210 Optical Box, 2-Lamp 44A5861-1 Optical Box, 3-Lamp 44A5861-2 SCR Block, 95A, PAPI A Only 28AO011 Shorting Device PCB, 6.6A 44D4538 Spare Lamp Kit* 94AO337 Tilt Switch Assembly, PAPI A Only 44A5863-2 (wla heater) Tilt Switch Assembly, PAPI A Only 44A5863-1 (with heater) Tilt Switch Assembly, PAPI B Onlyy, 44A5863 * For installations before May A2. Spare Lamp Kit includes lamp and disconnects to convert power leads so lamp 48AO077-1 can be installed. Precision Approach Path Indicators Installed prior to June 1998 have some different spare parts and optional features. Please contact the SAS Sales Department for this information. Packaging 2-Lamp 3-Lamp Net weight 44lb (20 kg) 90lb (41 kg) In cardboard box: 25.6x 13 x40.2 in 35.8 x 15.6 x 39.8 in 6503002cm 91x39x101cm Gross weight: 46lb (21 kg) 103 lb (47 kg) L-880 Master Box: 20x24x8 in 20x24x8in 50.8 x 61 x20.3 cm 50.8 x61 x20.3 cm Gross weight: 65lb(29.Skg) 65 lb(29.5 kg) L-881 Master Box: 20 x24 x8 in 20x24x8 in 50.8x 61 x20.3 cm 50.8x 61 x20.3 cm Gross weight: 25 lb (11.3 kg) 25lb (11.3 kg) Note: Quantity of anchoring legs or adjustable frangible legs affects packaging data. The information contained in this document is subject to change without notice. Siemens reserves the right to make changes and improvements Wits products and assumes no responsibifiry for making these modifications on any equipment previously sold. Siemens Airfield Solutions, Inc. Telephone: 614-861-1304 977 Gahanna Parkway Fax: 614-864-2069 Columbus, OH 43230 www.usa.siemens.comfairfield-solutions SIEMENS L-823 Airfield Runway Lighting Cord Set and Connector Kit Compliance with Standards 014* FAA: L-823 AC 15015345-26 (Current Edition) Uses L-823 plugs and receptacles (cable connectors) are used for underground cable connections, isolation transformer leads, and airport light fixture leads. Features • The voltage drop across the contacts of a connected plug and receptacle does not exceed 7.5 millivolts for primary connectors nor 6.0 millivolts for secondary connectors • Sockets are slotted and spring -loaded to insure good electrical contact • Pins and sockets are made of both copper and brass and are tin-plated for corrosion resistance • Mated plug and receptacle connectors provide a watertight seal • Field -attached connector kits are resistant to direct sunlight and ozone • Sockets are an annealed sleeve -type spring, which protects the socket slots from filling with insulation compound during molding • Pins and sockets designed for field assembly connec- tors have provisions for crimping to the cable conduc- tors at the job site • Manufactured by various ETL-Certified sources Operating Conditions Temperature Range: -670F to+1490F (-550C to +65°C) Resistant to: Deicing fluids, jet fuel, rain, snow, ice, and standing water and can be buried in the earth L-823 Cord Set L-823 cord sets are used for secondary cable extensions and transformer interconnection cable assemblies. The standard cord set consists of the L-823 plug (Style 1) with molded -on 2CIAWG 16 wire (31-inches long from interface of plug to end of wire). Other lengths and AWGs are available by special order. L-823 Plug w/Card Set Primary Connector Kit The primary cable connector kit is designed to provide a separable water-resistant connection between: 1) a non - screened primary airfield cable (5kV or less) and an FAA L- 830 isolation transformer or 2) in a non -screened primary series circuit cable. One kit is required for each cable splice or transformer installation. Each kit conforms to FAA L-823 Style 3 plug "and Style 10 receptacle with crimp -on pin and socket contacts. Each receptacle is equipped with a disposable sleeve fitted into the receptacle's water seal to catch surplus silicone compound during assembly. Each socket is equipped with a disposable pin fitted tightly into the pin end of the socket to prevent entry of silicone compound during assembly and provide a visual indication of proper socket position after assembly. An adequate amount of silicone insulating compound is furnished with each connector to insure all internal voids are filled during connector assembly. . Plug, Style 3 and Pin ln L-823 Receptacle, Style to and Socket Secondary Connector Kit Connector assemblies are composed of two parts: an insert assembly and a housing. When plug and receptacle assemblies are assembled, they provide a watertight seal to prevent moisture from entering the housing. W 1031 Rev. H No Manual Secondary Connector Kit (Continued) The Style 4 plug connector kit is designed to terminate individual secondary wires. The Style 5 kit is designed to terminate non -shielded secondary cables. The plug connector kit contains a plug housing with a crimp -on plug insert that mates to a Style 7, 8, 11, or 12 receptacle. I The Style 11 receptacle connector kit is designed to Plug Insert and Housing Housing and Receptacle Insert terminate individual secondary wires. The Style 12 kit is designed to terminate non -shielded secondary cables. The receptacle connector kit contains a receptacle Ordering Code: Cord/Extension Cord Sets housing and crimp -on receptacle insert that mate with a Description Part No. Style 1, 4, 5, or 6 plug connector. 1612 Cord with one Plug, Type 11, 73AO107-48 Class A, Style 1, 4-foot length (121.92 cm) Ordering Code: Cord Set 1612 Cord with one Plug, Type II, 73AO107-72 Description Part No. Class A, Style 1, 6-foot length (182.88 cm) Style 1 plug, 16 AWG 1612 Cord, one Receptacle, Type 11, Class A, 73A0109-8 31-inch (78.74 cm) without terminals 73A0009-31 Style 8, one Plug, Type II, Class A, Style 1, 8-foot 31 inches from interface of L-823 plug to end length (243.84 cm) Receptacle to be connected of wire. Contact the Siemens Airfield Solutions to plug on standard 31-inch L-823 cord set. ` Sales Deportment for other lengths and wire 1612 Cord, one Receptacle, Type 11, Class A, 73A0109-6 IY sizes available by special order. Style 8, one Plug, Type 11, Class A, Style 1, 6-foot ® 31-inch with fork terminal - #6 stud size 44A1707 length (182.88 cm) Receptacle to be connected Specify length when ordering, to plug on standard 314nch L-823 cord set 31-inch with female disconnect 44A1701 1612 Cord, one Receptacle, Type II, Class A, 73AO108-8 Specify length when ordering. Style 7, one Plug, Type II, Class A, Style 1, 8-foot q length (243.84 cm) Receptacle may be connected V/ ! Ordering Code: Primary Connector Kit to plug on 73A0107-X or 73A0109.8 cord set. 1612 Cord, one Receptacle, Type 11, Class A, 73A0108-6 Wire Size Style 7, one Plug, Type II, Class A, Style 1, 6-foot Cable Diameter Concentric length (182.88 cm) Receptacle may be connected ® (insulation OD) Stranded Solid to plug on 73AO107-X or 73AO109-8 cord set. In (cm) AWG AWG Part No. U Includes both Style 3 plug and Styl 1 receptacle 0ctrical 0.320-0.430 (0.813-1.092) 6 70A0012 0.320-0.430(0.813-1.092) 6 4 70A0014 Insulation Rating: Primary Kits-5kV ry� 0.420-0.585 (1.067-1.486) 8 6 70A0017 Secondary Kits-600V 0.575-0.785 (1.461-1.994) 6- 4 70A0019 Electrical Connector Rating: PrimaryKits-25A Secondary Kits-20A Ordering Code: Secondary Connector Kit ® A Wire a Packaging 9 �6 Cable Diameter Concentric Description Weight �I (Insulation OD) Stranded Solid Primary Connector Kit 0.46lb 0.209kg `m In (cm) AWG AWG Part No. Secondary Connector Kit 0.12 lb 0.054 kg Style 4 plug for terminating two individual conductors L-823 Cord Set 0.18 lb 0.082 kg 0.120-0.160 (0.305-0.406) 10-12 8-10 70A0055 0.155-0.205 (0.394-0.521) 10-12 8-10 70A0045 Installation 0.195-0.260 (0.495.0.660) 10-12 8-10 70A0044 Style 11 receptacle for terminating two individual conductors Installation instructions are furnished with each field- 0.155-0.205 (0.394-0.521) 10-12 8-10 70A0046 attachable plug and receptacle. 0.195-0.260 (0.495-0.660) 10-12 8-10 70A0041 L-823 Cord set 0.155-0.205 (0.394-0.521) 14-16 12-14 70A0049 ==�� Style 5 plug forterminating two conductors in a cable fReceptacle secondary0.420-0.585(1.067-1.486) 14.16 12-14 7OA0040 condary —�aL"Q �]7®—Secondary Plug 0.420-0.585 (1.067-1.486) 10.12 8-10 70A0047 Style 12 receptacle for terminating two conductors in a cable _ t=1� 0.420-0.585 (1.067-1.486) 10-12 8-10 70A0048 Primary Primary (_) C= Field Cable Isolation �1 Theinformation contained in this document is subject to Change without Transformer L' notice. Siemens reserves the right to make chongesand improvements to its producRandassumesnoresponsibilirykrmoking these modifications on onyequipmentprenouslysold. Primary Connector Ki[ 1031 Rev.H Siemens Aiheld solutions, Inc. Telephone: 614-861-1304 1 - 2 No Manual 977 Gahanna Parkway Fax: 614-864-2069 Columbus, OH 43230 www.usa.siemem.comialrfieldsolutions SIEMENS Heat Shrinkable Airfield Lighting Kit Compliance with Standards UL: ULA 5 Sealant Coated Uses Provides environmental sealing protection for the FAA L-823 style primary plug and receptacle connector used in the wiring of airfield lighting circuits. Features • Mechanical Protection —The high impact and abrasion resistance of SAS's Airfield Lighting Kit Sleeving provides excellent mechanical protection Environmental Seal — SAS's Airfield Lighting Kits (with sealant) are coated internally with a dual-purpose thermoplastic liner. When heated, the liner will encapsulate the connectorlcable termination, providing the mechanical strength of a superior adhesive with the environmental sealing capability and corrosion protection of a high -quality mastic. Easy Installation — When heated above 275°F (1350C), the Airfield Lighting Kit Sleeving shrinks rapidly to seal and encapsulate electrical connections, providing a fast, simple and clean insulation system that can also be easily removed. Heat indicator linesdis- appear when the kits have been adequately heat recovered, preventing overheating or scorching during installation. Airfield Lighting Kits can be installed at temperatures as low as -104°F (-75.6•C). Ordering Code Features (Continued) • Permanent Environmental Seal — Provides protec- tion against water intrusion, abrasion damage, and accidental disconnection and added strain relief for the connector/cable assembly. The kit installs in minutes, providing a permanent environmental seal. • Easily Removed Waterproof Seal — SAS's (UL-15) sealant -coated, 16-inch long heat shrink tubing has sealant coating the entire length of the tube (Part No. 71A0070). Blue thermochromatic heat indicator lines are also provided for ease of installation. Heat shrink tubing can also be supplied with three inches of sealant applied internally on each end of the sleeve (Part No. 71A0052). This allows for easy removal in the event of connector maintenance while providing a complete waterproof seal between cable and sleeve. Packaging In Cardboard Box: 3 x 18 x 3 in (7.6 x 45.7 x 7.6 cm) Net Weight: 1.0 lb (0.46 kg) Airfield Expanded Internal Recoveredlnternal Recovered Wail Sealant Length Lighting Kit Diameter (Min.) Diameter (Max.) Thickness (Nominal) sleeve Length In Tubing PartNumber a%%*71A0070 in (cm) in (cm) In (cm) In (cm) 1.5(3.81) 0.375(0.95) 0.126(0.32) 16(40.64) Entire length 71A0052* 1.5(3.81) 0.375(0.95) 0,126(0.32) 16(40.64) Three inches Notes • Custom -sized kits are available from the factory upon request. Special Order 1225 Rev. E No Manual �'i � I Installation Prepare Cable 1. Wipe loose dirt and debris from cable. 2. Slide sleeve over cable before making electrical connection. 3. Mate connector sections per manufacturer's instructions. 4.Thoroughly clean all dirt and debris from the cable and connector for the entire length of the sleeve. Apply Heat Shrinkable Sleeve 1. Preheat cable jacket. 2. Center sleeve over connector. 1 Begin shrinking at center, working toward both ends. A torch that produces a long, broad flame will blanket the sleeve with heat and shrink it quickly. Avoid using small concentrated flames. It is important that the heat shrink is not burned by the flame. A heat gun is the preferred heating method. The minimum shrink temperature is 275°F (135°C). Use a back -and -forth motion of the torch (see Figure 1). 4. Continue heating until shrinking is complete. Visual inspection indicates a smooth, tight fit and melted adhesivelsealant squeezed from the ends (see Figure 2). 5. Allow the heat shrink to cool before moving it. Main Illustration n Figure 1 Melted Adhesive Figure 2 Theinformation containedin this dccumentissubjectia change without notice. Siemensreserves the right to make changes and improvements wits products and assum es no responsibility for moking these m odifications on any equipment previouslysold. J-4 ti 1225 Rev. E No Manual Siemens Airfield Solutions, Inc. Telephone: 614-861-1304 977 Gahanna Parkway Fax: 614-864-2069 Columbus, OH 43230 www.usa.siemens.coMairfield-solutions SEENO?E"H" p 10 p 375" 7-1 12.375� ra 1,- „ 6 2`6 A.375 2'S1� OW. �G'ci4NGARE P)1oD 5val TrGDiIPiiNG� TOA4k'R�EC�NE W- NO(E to see E) Ot* COP G Se*T GROpNp W Bl j fTTP'fEDIDsee R��a40NS D�P'1 �SEDWF�D� D),�tDg1NS1 NGSNREEPRD'(EDTFD WOPT D)�IVRWi(H�� 9�1 NDTE.p 31�113'�` sx�313'�61NRN +OW 17.375 A.� P1.YWOQDCO�R � � �41GICC14 GHQ +a o10„ 14.250' .o ono„ SuPP1 ed With t' ti � t� d u na gabs at 'ree at standard \oe tered 5 iror th and ?0 de9taes ce'�, SEE NOTE "G" 2.50" (STD. OWN) 0.109" 6rL +0.100" 17.375" -0.100" NOTES: 0.375" 0.109" MR. I (6) HOLES TAPPED FOR 318.16 MACHINE SCREWS +0.060" 6.000" 12.375" rrP. OR AS-0.000" SPECIFIED ---- I 16.25 ID +0.375" 17. 375 +0.1001, -0.375"-0.000" I I LSTEELINT_RNALAND EXTERNAL \ GROUND STRAP PROVIDED �- EXT. PLYWOOD COVER (2) 2.314" DIA. OPENINGS PROVIDED FOR 2" CONDUIT GROMMETS (STD,) E) FINISH IS HOT DIP GALVANIZE vil A) TAPPED HOLES IN TOP FLANGE RING ARE , LOCATED ON CENTERLINE OF OPENINGS. ASTM A1231A 123M•02 A153, TOLERANCE: +1.3116" I -NOTE: Supply with grommets at 0, 90, 180, and 270 degrees B) OPENINGS LOCATED 180 DEGREES APART. TOLERANCE: +I.1 DEGREE, see "NOTE OPTIONAL HOLE SIZES ANDIOR LOCATIONS MUST BE SPECIFIED WHEN ORDERING. C) PLYWOOD COVER FOR L-867 IS 112" THICK GRADE CC WITH 7116" DIA. BOLT HOLES. (2) 2" GROMMETS SHIPPED SEPARATELY. D) ONE COPPER GROUND LUG SET F) (6) 318.16 X 1" STAINLESS STEEL MACHINE SCREWS SHIPPED WITH L47 LIGHT BASE, G) STANDARD LENGTHS: 20" OLSON #167CG20 24" OLSON #167CG24 TOLERANCE: +I.114" OPTIONAL HEIGHTS 167CG(X) X = HEIGHT Uppddat d5W06I DATE: 07129197 Updated111011061 SCALE: NONE DRAWN BY: TLK APPROVED: TOJ FILE NAME: 167CG,CAD For Junction Cans +0.010" -0.010" I TITLE: L47D LIGHT BASE 16" DIA. I OILSON INDUSTRIES MAT SPEC: Gist Hwy 20,Atkiason,NE 68713 UNLESS OTHERWISE NOTED, DIMENSIONSARE IN INCHES PACKAGE NO.: 4.1 FRACTIONS +1- DECIMALS ANGLES MODEL NO.: 167CG PART NO.: SEE NOTE G ABOVE 112" -13 NC THRU ON TWO OPPOSITE HOLES WITH COVER THICKNESS GREATER THAN 3/4'. NOTES: A) 'T' TYPICAL THICKNESS SHOWN. OPTIONAL THICKNESSES MUST BE SPECIFIED WHEN ORDERING. 7116" DIA. BOLT HOLES HAVE 1.118" DIA. COUNTERBORE WHEN COVER THICKNESS IS 112" OR GREATER B) L467D 16" BASE COVER IS SHOWN WITH THICKNESS OF .375" SUITABLE FOR NON -IMPACT LOCATIONS. IN TRAFFIC AREAS, THICKNESS OF 1.25" IS TYPICAL C) FINISH IS HOT DIP GALVANIZE, ASTM A1231A 123M42 & A153. (6) 7116" DIA. HOLES EQUALLY SPACED WITH 1.118" COUNTERBORE ON THICKNESSES OF 112" OR GREATER 60.000 np... ' +0.01" i \ -0.01" 1 —� �— 0.28" +0.03" -0.03" Wl +0.00" i /� -0.05, i 7 (SEE NOTES A & E) L467B: OLSON #127LM (SPECIFY THICKNESS) i.e.127L00375.3/8" THICK L-867D:OLSON #167L(T) (SPECIFY THICKNESS) L467E: OLSON # 247LM (SPECIFY THICKNESS) i.e. 247L005.112" THICK L468A: OLSON # 88LM (SPECIFY THICKNESS) L468B: OLSON #128LM (SPECIFY THICKNESS) i.e.128L0015.3/4" THICK L468C: OLSON#158LM (SPECIFY THICKNESS) DIA, 12" 16"V 24" 8" 12" 15" BASE L467B L467D L467E L-868A L468B WE '7 O.D. 13.500 17.375 24,000 8.000 12.000 15.000 D) BLANK STEEL COVERS DO NOT INCLUDE T B.C. 10.250 14.250 21.500 7.250 11.250 14.250 BOLTS OR GASKETS, 'T' TYP "375 0.500 .500 .750 .750 1.25 0516100 DRAWN BY: TOJNR TITLE: L-867 / L-868 BLANK COVERS OLSON INDUSTRIES, INC. UDOsrosroe APPR. BY. TOJ MAT. SPEC.: A- 36 STEEL ATKINSON, NE 68713 UD007 DATE: 04/09/1997 NEXTASSEM. IS: — PKG. NO.: 25.0 SCALE: NONE UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES MODEL NO.: L FILE NAME:12728L(X) FRACTIONS ± 1/32" DECIMALS ± 0.030" ANGLES ± 0.5 Deg. PART NO.: SEE NOTE EABOVE (6) 7116 HOLES EQUALLY SPACED i OCR +0.03- nBN +0.01e n n +0.00' -0.0(r -0.01' -0.03' NOTES: — I L-86712" NOM, OR: OLSON # 127GO0125 L�6716" NOM, O.D.: OLSON # 167GO0125 L-867 24" NOM. OR: OLSON # 247GO0125 B) Gasket suitable for locations NO . "A" "B" "C" where heat is not present such as elevated edge lights, edge light extensions, transformer LW13 12" 11,938 10.250 9.312 L-867D 16" 15,938 14,250 12.438 boxes or junction boxes. I L-867E 24" 23.750 21,500 20.000 U-001106 IDRAWN BY: TLK U.0.3107 �APPR. BY: TO.I DATE: 03/05/1990 SCALE: NONE IFILE NAME:12767G 0.125" - - — --a TITLE: L-867 GASKET FOR BASEPLATES AND/OR BLANK COVERS I OLSON INDUSTRIES, INC. MAT. SPEC.: NEOPRENE ]ATKINSON, NE 68713 NEXTASSEM. IS: IPKG. NO.: 35.0 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES IMODEL NO.: 7G FRACTIONS ± 1132" DECIMALS ± 0.030" ANGLES ± 0.5 Deg. PART NO.: SEE NOTE "X ABOVE ATTACHMENT 1(CONTRACTOR INFORMATION FORM) TO: Sebastian Municipal Airport 202 Airport Drive East Sebastian, FL 32958 Ladies/Gentlemen: Having carefully examined the Proposal Documents and Drawings entitled�u�5 \,c c�6on O`l-\\, Sebastian Municipal Airport, City of Sebastian, Florida, as well as the premisesand conditions affecting the work, and confirming that the sites were visited, as required, by\1.L • ratki l .-cpprOAi pp - (Name of Person or Persons) on (date or dates) the undersigned hereby seeks qualification to furnish all labor and material and to perform all work as required by and in strict accordance with the above -named documents. 'Principal Office Address: \ t'C•L�r�.�-1- �nr�ota.k=tr�r,:�� �f�1�,r1P �}FrPe+. (1) How many years has your organization been in business as a contractor under your present name? 1 (2) How many years experience in construction work has your organization had as a general contractor? As a Subcontractor? 3.� rPli r-� (3) List below the requested information concerning projects your organization has completed in the last five (5) years for the type of work required in this project. (Use additional sheets if necessary). Include the type of work similar to the work included in this contract if possible. Project Contract Required Actual Name/Address/Tel Title Amount Comoletion Date ConaDletion Date of Owner ')PP 'a�-ter ktiPr( - - Runways 4-22 and 8-26 PAPI Construction Bid Documents Page 2-8 July 2007 (4) Have you ever failed to complete any work awarded to you? If so, where and why? Nit) (5) Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction contract? If so, state name of individual, name of other organization, and reason therefore. NA (6) Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name? If so, state name of individual, name of owner and reason therefor. NI-) (7) Give below any information which would indicate the size and capacity of your organization, including number of employees, equipment owned by your organization, etc., which are available for utilization on this Contract. iti eme\o�eeS t J7 Iavy- r.KS I In Srna\.l CCIa1 P'k'Pr PC of culnrn c_r\ t I .D Oo (8) What is your bonding capacity? t 0(`X� CX X> (9) What amount of your bonding capacity has been used as of the date of this bid? Runways 4-22 and 8-26 PAPI Construction Bid Documents July 2007 Page 2-9 (10) How many applications for performance and payment bonds have you made in the last three (3) years? (11) How many of these applications were not approved? NVnn '�- (12) Have any claims been filed against your surety bond company in the last five (5) years? If so, describe the nature of the claims and give the names of the surety companies, dates of each claim, identifying numbers of each claim, amounts of each claim, and the status of each claim. (Use addi,,onal sheets if necessary.) (13) Have your company been in disputes or litigations in the last five (5) years over construction projects which are completed or still pending for completion? If so, describe the nature of the disputes or litigations and state the Owner's Name, Address, Telephone, and amount of disputes or litigations. (Use additional sheets if necessary.) 0 D Runways 4-22 and 8-26 PAPI Construction Bid Documents July 2007 Page 2-10 I, the undersigned, do hereby declare that the foregoing statements are true and correct, all as of the date hereinafter set forth, and that those examining this document have my permission to contact any or all of those parties listed in this questionnaire. Incorrect or misleading statements in this questionnaire shall be grounds for a determination of nonresponsibility with respect to such contractor. Respectfully Submitted, 1�.L•�rt�t�t � nr�r a.-F-;�r (Name of Bidder) (Authorized Signature) u1SS,FL 32r?ct3 (Title) (Date) (Address and Telephone No.) FLORIDA STATE CONTRACTOR DATA (Required): *Contractor's License Number: Classification: Monetary Limit: f— *ATTACH A COPY OF APPROPRIATE LICENSES Runways 4.22 and 8-26 PAPI Construction Bid Documents Paget-11 July 2007 AC# 29 6 03 4 7 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGUI ELECTRICAL' CONTRACT,OR3 -LICEN32N0'. $OARD LICENSE NBR I 11/21 1/200161067024408 EC0001978 The ELECTRICAL CONTRACTOR Named balow IS CERTIFIED I Under tk.e Provisions of Chaptexyy4��gg Exgirat3 on date:: AUG. 311 208, PRUITT, FRANK C H.L. PRUITT CORPORATION 4 501 WAD STREET WINTER '-IRINGS FL 32708 JEB B1SH GOVERT iOR DISPLAY AS REQUIRED. BY LAW ,NSEQ#-L06112100653 SIMONE'MARSTILLER I SECRETARY —`- I H.L. Pruitt Corporation License # EC-0001978 OWNER Sanford Airport Authority 1200 Red Cleveland Boulevard Sanford, FL 32733 Phone: 407-858-4000 Melbourne Airport Authority One Terminal Parkway, Ste 220 Melbourne, FL 32901 ( Phone: 321-123-6227 Contact:Jackie Thomas Titusville -Cocoa Airport Authority 355 Golden Knights Boulevard Titusville, FL 32780 Phone: 321-267-8780 Fax: 321-383-4284 Contact: Michael Powell Greater Orlando Aviation Authority 1 Airport Boulevard Orlando, Florida 32927 Phone: 407-625-4090 Fax: 407-825-4073 Contact: Paul Gula Kissimmee Gateway Airport 301 North Church Street / Kissimmee, FL 32825 ! Phone: 407-510-2308 Contact: Terry Lloyd City of Ormond Beach 22 South Beach Street Ormond Beach, FL 32714 Phone: 386-677-0311 Contact: Tom Lippe Significant Aviation Electrical Projects DESCRIPTION AND LOCATION Sanford Ramp Extension Sanford International Airport Sanford, FL Melbourne Overlay Melbourne Airport Melbourne, FL Replace Runway & Taxiway Lighting s Signs Lighting Vault 6 PAPIs Merritt Island Airport Titusville, FL Rehabilitation of Taxiways E s F and Associated Taxiway Connectors Orlando International Airport Orlando, FL L-880 PAPAI-4 Box 6 Obstruction Removal Marking 6 Lighting Kissimmee Gateway Airport Kissimmee, FL Taxiway Electrical Improvements Ormond Beach Municipal Airport Ormond Beach, Florida PRIME OR CONSULTING SUBCONTRACTOR ENGINEER Hewitt Contracting Subcontractor PO Box 490697 Leesburg, FL 34749 Phone: 352-787-5651 Fax: 352-767-5199 COntact:Andy Walker Hewitt Contracting Prime PO Box 490697 Leesburg, FL 34749 Phone: 352-787-5651 Fax: 352-787-5199 COntaOt:Andy Walker Airptort Engineering Co., Inc. Subcontractor 1024 Fairlawn Drive Rockledge, FL 32955 Phone: 321-633-3034 Fax: 321-633-7350 COntaot: Brian Pendleton H 6 M Electrical and Underground Utilities Prime 2551 West Orange Blossom Trail Plymouth, FL 32768 Phone: 407-880-1889 Fax: 407-880-4382 Contact:Jim Marshburn Holye, Tanner 6 Associates Prime 3542 Lake Lynda Drive, Ste 151 Orlando, FL 32817 Phone: 407-380-1924 Fax: 407-380-1830 Contact: Russ Holiday Hoyle, Tanner 6 Associates Prime 3452 Lake Lynda Drive, Suite 151 Orlando, FL 32817 Phone: 407-300-1919 Fax: 407-380-1030 Contact: Russ Holliday, P.E. CONTRACT AMOUNT AND COMPLETION DATE $484,867.50 2006 to present $203,732.50 2006 to present $623,934.00 2006 $1,777,460.14 2006 $446,429.40 2005 $373,716.00 2005 H.L. Pruitt Corporation License # EC-0001978 Significant Aviation Electrical Projects DESCRIPTION AND PRIME OR CONSULTING CONTRACT AMOUNT OWNER LOCATION SUBCONTRACTOR ENGINEER AND YEAR OF COMPLETION Monroe County Aviation Authority Resurfacing Taxiways and Apron URS Greiner Woodward Clyde $256,458.00 Key west International Airport Key West International Airport SubContractor 5805 North West llth Street 3491 Roosevelt Boulevard Suite #340 Key West, Florida 33040 Key West, Florida Miami, Florida 33126-2503 Phone: 305-289-6060 Phone: 305-262-7466 Fax: 305-289-6071 Fax: 305-261-4017 14ov-00 Contact: Peter Horton Contact: Andres Gutierrez -apartment of the Air Force Replace Taxiway Hold and ILS Signs Chugach Management Services $481,501.00 4 LS/CEC MacDill Air Force Base SubContractor P.O. Box 6349 MacDill Air Force Base, Florida 33621 Tampa, Florida 33608-0349 Phone: 813-828-0864 Phone: 813-828-0833 Fax: 813-820-1228 Fax: 8138287804 Jul-00 Contact: Randall Jackson Contact: Madeleine Jenks Zephyrhills Municipal Airport Authority Rehabilitation of Runway 18-36 AVCON, Inc. $253,244.00 Airport Administration Office Phase II, Installation of HIRLS, Prime 604 Courtland Street 39450 South Avenue - Box 2 REIL and PAPI Suite 0300 Zephyrhills, Florida 33540 Zephyrhills Municipal Airport Orlando, Florida 32804-1344 Phone: 813-788-4902 Phone: 407-599-1122 Fax: 813-788-6862 Zephyrhills, Florida Fax: 407-599-11333 Jan-00 Contact: James Werme Contact: Sandeep Singh Wauchula Municipal Airport Installation of Navigational Aides AVCON, Inc. $148,341.00 City of Wauchula Wauchual Municipal Airport Prime 604 Courtland Street 726 East Green Street Suite 0300 Wauchula, Florida 33873-3219 Wauchula, Florida Orlando, Florida 32804-1344 r one: 863-773-3535 /l Phone: 407-599-1122 c: Fax: 407-599-11333 Jan-00 Contact: Jerry Conerly Contact: Sandeep Singh Broward County Aviation Department Airfield Electrical Improvements Williams, Hatfield a Stoner $575,000.00 North Perry General Aviation Airport North Perry General Aviation Airport Prime 2101 N. Andrews Avenue Suite 9300 7750 Pines Boulevard Fort Lauderdale, Florida 33311 Pembroke Pines, Florida 33023 Pembroke Pines, Florida Phone: 954-566-0341 Phone: 954-359-6103 Fax: 954-565-5421 1999 Fax:954-359-6103 Contact: George Spofford Contact: Cindy Portnoy H.L. Pruitt Corporation License # EC-0001978 OWNER Sanford Airport Authority 1200 Red Cleveland Boulevard Sanford, FL 32733 Phone: 407-858-4000 Melbourne Airport Authority One Terminal Parkway, Ste 220 Melbourne, FL 32901 ?hone: 321-723-6227 Contact:Jackie Thomas Titusville -Cocoa Airport Authority 355 Golden Knights Boulevard Titusville, FL 32780 Phone: 321-267-8780 Fax.: 321-383-4284 Contact: Michael Powell Greater Orlando Aviation Authority 1 Airport Boulevard Orlando, Florida 32827 Phone: 407-825-4090 Fax: 407-625-4073 Contact: Paul Gula Kissimmee Gateway Airport 301 North Church Street Kissimmee, FL 32825 Phone: 407-518-2308 Contact: Terry Lloyd City of Ormond Beach 22 South Beach Street Ormond Beach, FL 32714 Phone: 386-677-0311 Contact: Tom Lipps Significant Aviation Electrical Projects DESCRIPTION AND PRIME OR LOCATION SUBCONTRACTO: Sanford Ramp Extension Subcontractor Sanford International Airport Sanford, FL Melbourne Overlay Prime Melbourne Airport Melbourne, FL Replace Runway 6 Taxiway Lighting a Signs Lighting Vault 6 PAPIs Subcontractor Merritt Island Airport Titusville, FL Rehabilitation of Taxiways E 6 F and Associated Taxiway Connectors Prime Orlando International Airport Orlando, FL L-880 PAPAI-4 Box s Obstruction Removal Marking 6 Lighting Prime Kissimmee Gateway Airport Kissimmee, FL Taxiway Electrical Improvements Prime Ormond Beach Municipal Airport Ormond Beach, Florida CONSULTING CONTRACT AMOUNT ENGINEER AND COMPLETION DATE Hewitt Contracting $484,867.50 PO Box 490697 Leesburg, FL 34749 Phone: 352-787-5651 Fax: 352-787-5199 2006 to present Contaot:Andy Walker Hewitt Contracting $203,732.50 PO Box 490697 Leesburg, FL 34749 Phone: 352-787-5651 Fax: 352-787-5199 2006 to present Contaet:Andy Walker Airptort Engineering Co., Inc. $623,934.00 1024 Fairlawn Drive Rockledge, FL 32955 Phone: 321-633-3034 Fax: 321-633-7358 2006 Contact: Brian Pendleton H 6 M Electrical and Underground Utilities $1,777,460.14 2551 West Orange Blossom Trail Plymouth, FL 32768 Phone: 407-880-1889 Fax: 407-880-4382 2006 Contact: Jim Marshburn Holye, Tanner s Associates $446,429.40 3542 Lake Lynda Drive, Ste 151 Orlando, FL 32817 Phone: 407-3B0-1924 Fax: 407-380-1830 2005 Contact: Russ Holiday Hoyle, Tanner 6 Associates $373,716.80 3452 Lake Lynda Drive, Suite 151 Orlando, FL 32817 Phone: 407-380-1919 Fax: 407-380-1830 2005 Contact: Russ Holliday, P.E. H.L. Pruitt Corporation License # EC-000`1978 Significant Aviation Electrical Projects DESCRIPTION AND PRndE OR CONSULTING CONTRACT AMOUNT OWNER LOCATION SUBCONTRACTOR ENGINEER AND YEAR OF COMPLETION Monroe County Aviation Authority Resurfacing Taxiways and Apron URS Greiner Woodward Clyde $256,458.00 Key West International Airport Key West International Airport Subcontractor 5805 North West llth Street 3491 Roosevelt Boulevard Suite #340 Key West, Florida 33040 Key West, Florida Miami, Florida 33126-2503 Phone: 305-289-6060 Phone: 305-262-7466 Fax: 305-289-6071 Fax: 305-261-4017 Contacts Peter Horton Contact: Andres Gutierrez Department of the Air Force Replace Taxiway Hold and ILS Signs Chugach Management Services $481,501.00 t ?S/CEC MacDill Air Force Base Subcontractor P.O. Box 6349 \' .cDill Air Force Base, Florida 33621 Tampa, Florida 33608-0349 Phone: 813-828-0864 Phone: 813-828-0833 Fax: 813-020-1228 Fax: 8138287804 Jul-00 Contact: Randall Jackson Contact: Madeleine Jenks Zephyrhills Municipal Airport Authority Rehabilitation of Runway 18-36 AVCON, Inc. $253,244.00 Airport Administration Office Phase II, Installation of HIRLS, Prime 604 Courtland Street 39450 South Avenue - Box 2 REIL and PAPI Suite #300 Zephyrhills, Florida 33540 Zephyrhills Municipal Airport Orlando, Florida 32804-1344 Phone: 813-788-4902 Phone: 407-599-1122 Fax: 813-788-6862 Zephyrhills, Florida Fax: 407-599-11333 Jan-00 Contact: James Werme Contaot: Sandeep Singh Wauchula Municipal Airport Installation of Navigational Aides AVCON, Inc. $149,341.00 City of Wauchula Wauchull Municipal Airport Prime 604 Courtland Street 726 East Green Street Suite #300 Wauchula, Florida 33873-3219 Wauchula, Florida Orlando, Florida 32804-1344 Phone: 863-773-3535 Phone: 407-599-1122 Fax: 407-599-11333 Jan-00 l .tact: Jerry Conerly Contact: Sandeep Singh Broward County Aviation Department Airfield Electrical Improvements Williams, Hatfield 6 Stoner $515,000.00 North Perry General Aviation Airport North Perry General Aviation Airport Prime 2101 N. Andrews Avenue Suite 0300 7750 Pines Boulevard Fort Lauderdale, Florida 33311 Pembroke Pines, Florida 33023 Pembroke Pines, Florida Phone: 954-566-8341 Phone: 954-359-6103 Fax: 954-565-5421 1999 Fax:954-359-6103 Contact: George Spofford Contact: Cindy Portnoy ATTACHMENT 2 (DRUG -FREE WORKPLACE FORM) The undersi ed Bidder, in accordance with Florida Statute 287.087 hereby certifies that • LY tn.�-V _ (��f- f)r)f- caA. C) V-` does: Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug free workplace, any available drug counseling, rehabilitation, employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. Give each employee engaged in providing the commodities or contractual services that are under proposal a copy of the statement specified in Paragraph 1. 4. In the statement specified in Paragraph 1, notify the employees that, as a condition of working on the commodities or contractual services that the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to any violation of Chapter 1893 or of any controlled substance law of the United Stated or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug free workplace through implementation of Paragraph 1 through 5. As the person authorized to sign this statement, I certify that this firm complies fully with the above requirements. Date: \5 F Runways 4-22 and 8-26 PAPI Construction $id Documents Signature: Page 2-13 July 2007 rwo ATTACHMENT 3 (PUBLIC ENTITY CRIMES FORM) SWORN STATEMENT UNDER SECTION 287.133(3)(a). FLORIDA STATUES ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADYR NISTER OATHS. 1.01 This sworn statement is submitted with Proposal for Runways 4-22 and 8-26 PAPI Construction, Sebastian Municipal Airport, City of Sebastian, Florida. 1.02 This sworn st ent is submitted by I�.Lyt Lt Ock cj-)rpoc-a�t;t�r (name of entity submitting sworn sement) whose business address is r\c7 W aAe S-� r: vN5` PL 3Zr) $ and (if applicable) its Federal Employer Identification Number (FEIN) is.511- 14 3 EC o2.9 . (If the entityhas no FEIN, include the Social Security Number of the individual signing this sworn statement:( 1. 1.03 My name is Fr -a r.�� �C� w and my relationship to the (please print name of Individual signing) entity named above is &tx t, 1.04 1 understand that a "public entity crime" is defined in Paragraph 287.133(l)(g), Florida Statues, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any proposal or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 1.05 1 understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state Dail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry plea of guilty or nolo contendere. 1.06 1 understand that an "affiliate" as defined in Paragraph 287.133(lxa), Florida Statues, means: (1) A predecessor or successor of a person convicted of a public entity crime: or (2) An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 1.07 I understand that a "person" as defined in Paragraph 287.133(1)(c), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The tern "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. Runways 4-22 and 8-26 PAPI Construction Bid Documents July 2007 Page 2-15 1.08 Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement (Please indicate which statement applies.) Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1; 1989, AND (Please indicate which additional statement applies.) There has been a proceeding concerning the conviction before a hearing officer of the State of Florida, Division of Administrative Hearings, the final order entered by the hearing officer did not place the person or affiliate on the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate was placed on the convicted vendor list. There has been a subsequent proceeding before a hearing officer of the State of Florida, Division of Administration Hearings. The final order entered by the hearing officer determined that it was in the public interest to remove the persorydr affiliate from the convicted vendor list (Please attach a copy of the final order.) V/ The person or affiliate has not been placed on the convicted vendor list (Please describe any action taken by or pending with the Department of General Services.) SWORN STATEMENT - PUBLIC ENTITY CRIMES (CONTINUED) c7u1� (Signature) Date: STATE OF FLORIDA COUNTY OF �2rn hot e The foregoing instrument was acknowledged before me this day of Av U5f tow by �4AnrK PQLC/T 1��£'FDf� Ji (title) on behalf of /.� L AeUlT/" (�64/`• (name of partnership), a partnership. He/she is/personally known to me or has produced as identification and did () did not (take an oath. My Commission Expires:—a�-o20�1 `� Commission Number: d (owl Sri/ to 1%16TARVP; i IC END OF SWORN STATEMENT- PUBLIC ENTITY CRIMES NOTAXypOBiJCSTATE OF FLORIDA a, Bonnie J. Marsh =Commission #DD698216 V Expires: JULY 24, 2011 BONDED raRU ATLANTIC BOSOM MINC, Runways 4-22 and 8-26 PAPI Construction Bid Documents Page 2-16 July 2007 ATTACHMENT 5 (BID SCHEDULE) PROJECT LOCATION/DESCRIPTION: Sebastian Municipal Airport Sebastian Florida. Runways 4-22 and 8- 26 PAPI Construction Liquidated Damages shall be assessed in the amount of $?80300/calendar day for days in excess of 90 Calendar Days for Construction and substantial completion, 15 for punch -out. Itlm No. Item Description BASE BID VEAQ uaantty UnttwUnitPrice Extension 1000-1 Mobilization I EA �� Cal �1"� r%,� r(Y-),00 L-108-1 Hand Excavate Minimum 8" Wide x 28" Deep 100 LF Ov in Earth, Includes all labor, backfill and sod ` restoration, complete in place I L-108-2 Hand Excavate Minimum 18" Wide x 36" 100 LF 1`1 (YD Deep in Earth. Includes all labor, backfill and ,� sod restoration, complete in place L,-108-3 #6 Bare AWG Counterpoise Conductor 4,100 LF 1 � � 4A21),°o Installed in Trench, - Include installation, labor, splice kits, and etc. complete in place L-108-4 3/4" x 10' Ground Rods Connected to 13 EA t� Counterpoise at 500'. Includes excavation, installation, splice kits, exothermic welds, backfill, labor and etc. complete in place L-108-5 H4, 600V )aIIIW Conductor installed in new 16,000 LF 3 1 5O 11 2 ` { � tb and existing Conduit/Ductbank system. Includes installation, labor, cleaning of conduits, testing, dewatering, identification, connections, splice kits, and etc. complete in olace. L -109-1 Modify existing Airfield Vault Electrical 1 LS $ Service for Runway 4-22 PAPI Systems. Includes panelboard modifications, circuit breakers, new transformers, new lighting contactors, control system modifications, conduits, conductors, installation, labor, core drilling of vault wall, concrete, fire rated sealant, coordination, and etc. for a complete working system in place Runways 4-22 and 8-26 PAPI Construction Bid Documents Addendum t-July 31.2007 Page 2-18 J It in No. Item Descriation 109-2 Modify existing Airfield Vault Electrical Service for Runway 9-27 PAPI Systems. Includes panelboard modifications, circuit breakers, new transformers, new lighting contactors, control system modifications, conduits, conductors, installation, labor, core drilling of vault wall, concrete, fire rated sealant, coordination, and etc. for a complete worl®Q system in Place U uantity Unit Unit Price 04- LS $ L-I10-1 1-2" Schedule 40 PVC Conduit Direct Buried 2,800 in earth/rock complete in place. Includes mccavation, labor, connectors, and backfill complete in Mace G-110-2 1-2" Schedule 40 PVC Conduit directional 500 bored under existing taxiway and runway .pavement. Includes excavation, installation ?its, conduits, fittings, labor, backfill and etc, Amplete in place ' L-110-3 hand Excavate 1-2" Schedule 40 PVC. dnduit Direct Buried in earth/rock complete a place. Includes hand excavation, labor, onnectora. and backfill complete in place I a125-1 Provide and install 2 box PAPI System, xrmplete. Includes excavation, installation, all PAPI equipment, lamps, control panel, junction boxes, concrete bases, aiming, testing, conductors, splice kits, connections, labor, coordination, conduit, flexible conduit, control and power wiring, ground rods, grounding, frangible couplings, anchor bolts, backfill, grading, earthwork, anti -seizing compound, fittings, flight check, PAPI aiming tool, and etc. for a complete working system in place. L-125-2 Lr86716"Diameter x 24" Deep Junction Box with VT thick steel cover installed in earth. includes excavation, base can, rock, concrete, steel cover, anti -seizing compound, stainless steel bolts and hardware, identification, brass tags, marker, connections, splice kits, safety ground, ground rods, drainage, backfill and letc. complete in place. Runways 4-22 and 8-26 PAPI Construction Bid Documents 1,800 LF S .�,ZS (Extension fi G,\M "' LF 3 Ob LF 3 2 EA S 11 EA S .Addendum I-Juty31 2007 Page 2-19 r. Itim No. Item Description VOW uantity Unit Unit Price Extension L-125-3 2 can - 1,867junction can plaza in Earth. 3 Includes excavation, base cans, rock, concrete, steel covers, anti -seizing compound, stainless steel bolts and hardware, identification, brass tags, markers, connections, splice kits, safety ground, ground rods, drainage, backfill and etc. complete in place. L-1254 Identification of cables, ductbanks and lighting 1 fixtures per FAA Specifications. Includes concrete duct markers, brass tags, circuit identification, labor and etc. L-125-5 New PAPI Power & Control Pedestal. Includes excavation, installation, pedestal, concrete, conduit, transformers, surge arrestor, conductors, discormed switch, PAPI control equipment, stainless steel channel, testing, splice kits, lightning rod, frangible coupling, grounding, ground rods, wiring, control & power wiring, connectors, backfill, labor and ,tc. for a complete working system in place. L-125-6 Intercept existing conduit system and connect to new conduit system and extend circuit tachrdes excavation, backfill, dewatering and cleaning of conduit systems, connections, splice kits, labor and etc. complete in place. Runways 4-22 and 8-26 PAPI Construction Bid Documents is EA S 1��5 CP $ F )C J rk--,20 �- 1 LS S�Ct7 C). CO EA S `1.I.Dm A q .� �C� 8 EA S. Total Base Bid: 5 I �� 1 ��� •y" Page 2-20 Addendum 1-Julyll.2007 I Item No. Item Description ADDITIVE BED NO.1 L-108-1 d Excavate Minimum 8" Wide x 28" Deep Earth, Includes all labor, backfill and sod rotation, complete in place L-108-2 d Excavate Minimum 18" Wide x 36" eep in Earth. Includes all labor, backfill and od restoration, complete in place L-108-3 Bare AWG Counterpoise Conductor talled in Trench, - Include installation, abor, splice kits, and etc. complete in place L-1084 /4" x 10' Ground Rods Connected to Counterpoise at 50(Y. Includes excavation, installation, splice kits, exothermic welds, backfill, labor and etc. complete in place Unit OuantitvUnit Price OD 100 LF S 5 - 100 LF 3,200 LF S 2 7 L-108-5 N4, 600V YHHW Conductor installed in new 12,500 and existing Conduit/Ductbank system. Includes installation, labor, cleaning of conduits, testing, dewatering, identification, connections, splice kits, and etc. complete in place. d109-1 Modify existing Airfield Vault Electrical Service for Runway 4-22 PAPI Systems. Includes panelboard modifications, circuit breakers, new transformers, new lighting contactors, control system modifications, conduits, conductors, installation, labor, core drilling of vault wall, concrete, fire rated sealant, coordination, and etc. for a complete working system in place 1,109-2 Modify existing Airfield Vault Electrical Service for Runway 9-27 PAPI Systems. Includes panelboard modifications, circuit breakers, new transformers, new lighting contactors, control system modifications, conduits, conductors, installation, labor, core drilling of vault wall, concrete, fire rated sealant, coordination, and etc. for a complete working system in place 4 1 L-110-1 1-2" Schedule 40 PVC Conduit Direct Buried 1,900 in earthtrock complete in place. Includes excavation, labor, connectors, and backfill complete in place Runways 4-22 and 8-26 PAP[ Construction Bid Documents EA S IE O LF 3 LS S S Extension LF 3 a� lSl -Offlb Addendum I -July Bl 2007 Page 2-21 r` Item No. Item Description L-110-2 1-2" Schedule 40 PVC Conduit directional bored under existing taxiway and runway pavement. Includes excavation, installation pits, conduits, fittings, labor, backfill and etc, complete in place LA 10-3 Land Excavate 1-2" Schedule 40 PVC Conduit Direct Buried in earth/rock complete in place. Includes hand excavation, labor, connectors, and backfill complete in place d125-1 Provide and install 2 box PAPI System, complete. Includes excavation, installation, all PAPI equipment, lamps, control panel, junction boxes, concrete bases, aiming, testing, conductors, splice kits, connections, labor, coordination, conduit, flexible conduit, control and power wiring, ground rods, grounding, frangible couplings, anchor bolts, backfill, grading, earthwork, anti -seizing compound fittings, flight check, PAPI aiming tool, and etc. for a complete working system in place. L-125-2 L-86716Diameter x 24" Deep Junction Box with 1/2" thick steel cover installed in earth. Includes excavation, base can, rock, concrete, steel cover, anti -seizing compound, stainless steel bolts and hardware, identification, brass tags, marker, connections, splice kits, safety ground, ground rods, drainage, backfill and etc. complete in place. Unit OuantitvUnit Price 500 I LF S Extension WIM1 •• 50 LP S ( O 013 S L iM•00 2 EA s l41kMF' S 22.LM� 4 EA $.15�`C1 )� C" 11125-3 2 can - L-867 junction can plaza in Earth. 0 EA S Includes excavation, base cans, rock, concrete, steel covers, anti -seizing compound, stainless steel bolts and hardware, identification, brass tags, markers, connections, splice kits, safety ground, ground rods, drainage, backfill and etc. complete in place. L-125-4 Identification of cables, ductbanks and lighting 1 fixtures per FAA Specifications. Includes concrete duct markers, brass tags, circuit identification, labor and etc. Runways 4-22 and 8-26 PAN Construction Bid Documents LS S , _ 1J. S 17f—) W Addendmm I - July 31 2007 Page 2-22 Item No. Item Description L.125-5 New PAPI Power & Control Pedestal. Includes excavation, installation, pedestal, concrete, conduit, transformers, surge arrestor, conductors, disconnect switch, PAPI control equipment, stainless steel channel, testing, splice tits, lightning rod, frangible coupling, grounding, ground rods, wiring, control & power wiring, connectors, backfill, labor and etc. for a complete working system in Mace. Lr125-6 Intercept existing conduit system and connect to new conduit system and extend circuit. Includes excavation, backfill, dewatmimg and cleaning of conduit systems, connections, splice kits, labor and etc. complete in place. Runways 4-22 and 8-26 PAPI Construction Bid Documents Unit OuandtvU,,,�vilItPrice IExteuslon 2 EA s`-tmor I '-�M.Ob 2 EA 3 t�b � Total Additive Bid: SSt-5.�' IC).U1 Addendum I-July3L2007 Page 2-23 Bid award will be made to the lowest responsive and responsible Bidder whose bid, confirming to the specifications, Instructions For Bidders, and Contract Documents, will be the most advantageous to the City in consideration of price, time of performance, and other factors as determined by the City. Further, the City reserves the right to award the Bid based on any one or all of the "Additive Alternates;" therefore, each '"Total Base Bid+Additive alternate" price must be ready to stand on its own. The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned, having become thoroughly familiar with all of the Agreement & Bidding Documents incorporated herein, the project site and the location conditions affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and famish all the equipment, labor and materials necessary to provide the construction services meeting or exceeding the specifications as set forth herein for the prices quoted above. Ile price quoted is inclusive of any Addenda, which may be issued. If awarded this bid, the Contractor agrees to enter into a contract within ten (10) consecutive calendar days notice by the city, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the above stipulated prices which shall remain firm for sixty (60) days following bid opening date. Failure to execute the Contract as stipulated above may result in the forfeiture of the Bid Bond in its entirety. Pronosal Security The undersigned acknowledges that it has included with its Bid the required Bid Security for not less than five percent (5%) of the total amount of its Proposal. Addenda It is agreed that the undersigned has received all addenda complete as issued by the Owner and that related costs are included in the proposal submitted. The undersigned acknowl ges receipt of said addenda as follows: e Addendum # dated I Addendum # dated Addendum # dated t7 i�;aature Fc?- X--N I rUil`� Punted ame inn - ale Date eigned Runways 4-22 and 8-26 PAPI Construction Bid Documents End Attachment 5 (Bid Schedule) Page 2-24 Phone Number Addendum I - July 31.2007 ATTACHMENT 6 (DESIGNATION OF SUBCONTRACTORS) THIS FORM MUST ACCOMPANY PROPOSAL PRICE FORM AND MUST BE COMPLETED AS APPLICABLE. Use additional sheets as necessary. Name, Address and Telephone Type and Description of Work to be Contract Amount Number of Subcontractor Performed ppl.$- Sa��ra�r--d�b n�2.- 2,�ble- SnyG 12 I$ 3 1$ 4. 1$ 5. 1$ 6. $ 7. $ TOTAL DOLLAR VALUE OF SUBCONTRACTOR PARTICIPATION: $ a I I� iS pc7 PERCENT SUBCONTRACTOR PARTICIPATION: I I % Name of BIDDER: 1� • �r u. �pC f�D� U O n Runways 4-22 and 8-26 PAPI Construction Bid Documents July 2007 Page 2-25 JEB BUSH GOVERNOR. Florida Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450 March 21, 2005 Torres Electrical Supply Company, Inc. Mr. Oscar Torres, President P.O. Box 1908 Stuart, FL 34995 RE: DISADVANTAGED BUSINESS ENTERPRISE CERTIFICATION Dear Mr. Torres: JOStASREU SECRETARY The Department is pleased to announce that your company has been certified as a Disadvantaged Business Enterprise (DBE) which Is subject to continued eligibility and also subject to actions of any other governmental agencies which may affect the minority status of your firm. This agency's certification enables the company to compete for Department work as a minority owned and. operated company. It is not a guarantee that the company will receive work. DBE certification by the Department shall be for a period of three 0) years. On each annnrersary date during the three (3) year certification period an Affidavit of Continuing Eligibility must be submitted. If at any time there is a change in the ownership for recertification at the end of the three (3) year period a new UCP Application must be submitted' to the Department ninety (90) days prior to expiration of your current certification. Your firm can participate in FOOT contracts for DBE credit in the following specialty code 220- Materials Supply. rely, Jo 6-food/�%m-an r�:ifiisatier+Mangor JG/pb CERTIFICATION EXPIRATION DATE: February 20, 2008 u ATTACHMENT 7 (FLORIDA TRENCH SAFETY ACT) CERTIFICATION AND DISCLOSURE STATEMENT The undersigned acknowledges the requirements of the Florida Trench Safety Act., F.S., (Section 553.60 et. seq. Florida statutes), and hereby commits the Bidder to the following in the performance of the work in the event that the subject contract is awarded to and executed by said Bidder. 1. The Bidder further acknowledges that the Florida Trench Safety Act, (the Act) establishes the Federal excavation safety standards set forth at 29 CFR Part 1926, Subpart P as the Interim State Standard until such time as the State of Florida, through its Department of Labor and Employment Security, or any successor agency, adopts, updates or revises said interim standard. This State of Florida standard may by supplemented by special shoring requirements established by the State of Florida or any of its political subdivisions. 2. The Bidder, as Contractor, shall comply with all applicable excavation/trench safety standards. 3. The Contractor shall consider the geotechnical data available from the City, if anEL the Contractor's own sources, and all other relevant information in providing the trench safety system to be employed on the subject Project. The Contractor acknowledges sole responsibility for the selection of the data on which he relies in providing the safety system, as well as for the system itself. 4. The amounts that the Bidder has set forth for pipe installation includes the following excavation / trench safety measures and the linear feet of trench excavated under each safety measure. These units, costs, and unit prices shall be disclosed solely for the purpose of compliance with procedural requirements of the Act. No adjustment to the Contract time or price shall be made for any difference in the actual number of linear feet of trench excavation, except as may be otherwise provided in these Contract Documents. Trench Safety Units of Measure Unit Unit Cost Extended Cost Measure (Description) (LF, SF) (Quantity) a. U-) b. J C. d. e. For Information Only, Not for Payment Purposes $ Bidder may use additional sheets as necessary to extend this form. Failure to complete the above may result in the bid being declared non -responsive. Runways 4-22 and 8-26 PAP] Construction Bid Documents July 2007 Page 2-27 5. The amount disclosed is the cost of compliance with the applicable trench safety requirements does not constitute the extent of the Contractor's obligation to comply with said standards. Contractor shall expend additional sums at no additional cost to the County, if necessary, to comply with the Act (except as may otherwise be provided). 6. Acceptance of the bid to which this certification and disclosure applies in no way represents that the County or its representative has evaluated and thereby determined that the above costs are adequate to comply with the applicable trench safety requirements nor does it in any way relieve the Contractor of its sole responsibility to comply with the applicable trench safety requirements. Company C zc�xDr&-Vi O!'` _ �-tS)% perk Name and Title Address: \ \0 AAf SA-rr-�e-� PL TelephoneAUq),0)29 END OF FLORIDA TRENCH SAFETY ACT STATEMENT Runways 4-22 and 8-26 PAP] Construction July 2007 Bid Documents Page 2-28 References for H. L. Pruitt Corporation 1. HD Suouly- PO Box 4981, Orlando, FL 32792 (407) 841-4710, fax (407) 849-1281, Contact: Kevin Barker 2. Torres Electrical- PO Box 1908, Stuart, FL 34497 (772) 286-5049, fax (772) 286-5496, Contact: Oscar Torres 3. Allen Enterorises- PO Box 560384, Orlando, FL 32856 (407) 857-6778, fax (407) 857-7993, Contact: Perry Suganuma 4. Rinker Materials- 3626 Quandrangle Blvd, Ste. 200, Orlando, FL 32817 (407) 243-6313, fax (321) 235-0392, Contact: Roger Kramer 5. Summit Electric Suoniv- Po Box 27137, Albuquerque, NM 87125 (321) 558-2900, fax (866) 896-7166, Contact: Jeff Patterson Page: 001 ACORa CERTIFICA'0 '1 OF LIABILITY INSURAW PRODUCHt (407)788-3000 FAX (407)788-7933 Insurance Office of America, Inc. P.O. Box 162207 Altamonte Springs, FL 32716-2207 NSLLR® H. L. Pruitt Corporation 501 Wade Street Winter Springs, FL 32708 is INSURERS AFFORDING COVERAGE I"sL03z� Lexington In. Co. IMMB: Auto -Owners Insurance Co. INsERc FCCI Insurance IssAa:o- Scottsdale 143JER E. DATE I16MOY" 08/01/2007 NAIC# I 118988 I I c"DvFFAGrS THE POUCiES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWIiF1STANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENTWTnI RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, MMUSVONS AND CONDITIONS OF SIXTH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PM � TYPEOF t6URANCE POLILVNUINMR POUMFFEcnve POLICY EXPRARON {{��, Lw GaHaM LLASAM 0950727 A 05/2G/2d Eaa+omxa>axe I s 1.000. GD� X COWIrRCLALrENERRALUMLM DAMAGE TOREMED Is 50,0001 CLANS MADE OCCIR HIED EKP IAOYArS Pesan) is A IPUMNALSADVINAMY 1f 1,DO0,0j I I OETERAL ACGEGATE 19 2.000.000 GBLL AGGREGATE LIMIT APPL�IES� PER: IPRODLcTS- COMPATP AGG Is 1,000.00C POLICY n ,�RCT I II LOC I I AUTOMOBILE UABKM 4199295900 05/26/2007 OS/26/20D8 I I COMBPEDSM ELNR ANYf X AULO (EA AcdEerl) 1, 00G. DOD ALL OVOW AUIW Is SCHEDLLMAUTOS B IjPD n)Rr H9W AUf05 BODILY IN) Is NONCV,TED AUTOS (PxamAert) I I II Is /GARAGE LIABILITY IH—I AUf00NLY_ EA ADLT ANY NAUTOFAACC I ODHLIHAN f IfL I PUfOOY: � f EfB5AASMELIADASIUY 0990425 05/26/2GO7 05/26/2008 EACHOCCLIIITLCE s 4.000, 000� X OCCUR � CLAPS MADE I NGGTEGAIE I i 4,000. DGDIi A s I DEDLCnBLE I f X RETENTCN s 10.00 I Is *0R1111S fAITBVSAnaNANO OO1WCO7A5327 01/01/2008 I X T` oY l I0Tg. B.PLO(ERV LWBI.RY C ANY PROPRIETOIdPARR✓�/EXECUOVE I 101/01/2007 __ I E L. EACHACCCei f 1. �O, 0 CfFlCERN£MBER EXCLUDED? IEL. DISEASE -EA EMPLOYEdf 1,DOO.OGOI N A¢faYtoa u PROVr*HSb.o. I EL. DISEASE- PCUCY LIMB I f 1, 000, 000' OTIn and Marine I CPS0837849I 05/26/2007 05/26/2008 Leased/Rented Equipment D $15,000 Limit ll 5500 Deductible f_ERTIRrATE HOLDER City of Sebastian 122S Main Street Sebastian, FL 32958 CANCELLATION SHOULD ANY OF THE ABOVE DESCR®EO POLICIES BE CANCaLI) BEFOFETHE D'P^"MN DATE TiSt[OF,THE ISSONG PISURERI4LL eID AVORTO NAL 10 MI5WWUMNOTMTOTIECBiLFICMHOUI N TOTHELEFT. BUTFALUREM MALL SUCH N M SHALL. NPOSE NO OW"TON ORLIAMMY OFANYTOLDL NT W RMMAGRMM,,RBBVTAn ADnMRMEDREMESemATNE n(s David Maki/TRICIAYA ACORD 25 (200110S) (BACORD CORPORATION IBM Page: 002 IMPORTANT If the certificate holder is an AMMONAL INSURED, the policy(es) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on ibis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this torn does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does It affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001t08) F -OR*ICA SURETY b ONCS, INC. 620 N. WyMORE ROAd, SUITE 200 MAIT[ANd, FL 32751 P.O. Box 1590 DAyTONA BEACR, FL 32115 .PRONE: (407) 786-7770 • FAX: (407) 786.7766 PRONE: (888) 786-266 3 • FAX: (888) 718.266 3 www.FlORidASURE-ryBONds.com NoRi& SURETY 0 UUNds, INC. Pi : (407) 786.7770 • F 407) 786-look, 6 PhoNE: (888) 786.2663 • FAX: (888) 718.2663 Executed in 3 Counterparts ATTACHMENT 4 (BID BOND) 620 N. WymoRE RoAd SUITE 200 MAiTIANd, FL 32751 P.O. Box 1590 DAYTONA BEAch, FL 32115 (77ils form provided by City of Sebastian as an example of theform of bond,the actual bond fi&m must. cotlfarm to the standards required by Florida Statutes) "OWNALL MW BYTH&E PRESENTS, that, we the undersigned, H L Pruitt Corporation as Bidder, and Great American Insurance Company as Surety, am hereby held and firmly bound unto the City of Sebastian, Florida, in the penal sum of five (51%) percent of the Total Bid Amount which is S oU for payment of which, well and truly to be made, we hereby jointly and several y b`n ourselves, successors and assigns. Signed this 15th day of August , 2007. The Condition of the above obligation is such that whereas the Bidder has submitted to the City of Sebastian a certain BID, attached hereto and hereby, made a part of hereof to enter into a contract in writing, for JU&3YAYS 4-22 AND 9-26 PAPI CONSTRU=QN. NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the Bidder shall execute and deliver a contract in the form of Agreement attached hereto (property completed in accordance with said BID) and shall furnish a Performance Bond for faithful performance of said contract, and Payment Bond for the payment of all persons performing labor, furnishing materials In connection herewith, and shall in all other respects perform the agreement created by the acceptance of said BID, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety of any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its Bid Bond shall be. in no way impaired or affected by an extension of the time within which the City of Sebastian may accept such Bid; and said Surety does hereby waive notice of any such extension. IN WcrNESS WHEREOF, the Bidder and the Surety have hereunto set their hands and seals, and such of them as arc corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their property officers, the day and year first act fortb above. Bidder Name H L Pruitt Corporation Suzy Great American Insurance Company Printed or TypedPrinted or Typed By: �,. ' P" L By: ds . r �y Bidder -Authorized Signature Bidder -� ortza w:ee Patricia L. Slaughter Frank C. Pruitt, President Attorney in Fact & FL Lic. Resident Agent (407) 786-7770 Bidder- Printed or typed Name and Title Surety - Printed or Typed Name and TWO Runways 4-22 and 8-26 PAPI Construction Bid Doe=ente July 2007 Page 2-IT DATA INFORMATION FOR VGSI FACILITIES PRELIMINARY ❑ MODIFIED r EXISTING REQUIRED DATA: Airport Name: Location: Runway: I Airport Identifier: Owner of VGSI: Type of VGSI (Ex: VASI-2L, PAPI-2L, PAPI-4R): The distance in feet from the Runway Reference Point (RRP) to the runway threshold (or the feet displaced threshold if one exists). Distances to the nearest foot. The angle the VGSI is set to the hundredth of a degree. PROVIDE FOLLOWING DATA IF AVAILABLE: The Threshold Crossing Height at threshold (or displaced threshold if one exists) to the tenth of a foot. The elevation of the runway centerline at the RRP. to the tenth of a foot. (Ex. 750.2) feet Submit elevations in NAVD88 vertical datum (may be in EGM-96 if military) The coordinates for both ends of the runway and all displaced thresholds Submit coordinates in NAD/83 horizontal datum (may be in WGS/84 EGM-96 if military) (data on reco •d at flight check can be viewed at: http://avnwww.iccbi gov/datasheet/ ) Runway # Latitude Longitude Elevation To the hundredth of a second To the hundredth of a second to the tenth of a foot SUBMITTED BY: Name: Date: Title: Phone: Organization: E-mail: Data forms should be sent to AVN by fax (405) 954-3164 or e-mail 9-AMC-AVN-AVN210-DATA cnr.FAA.GOV Questions? (405) 954-5698/5878/7937/5930. If using automated form, double click on grey areas to enter text Flightcheck Data Submission Format — 12/5/2006 Page 1 of 1 Joseph Griffin From: Jansen, Mark [MJansen@lpagroup.com] Sent: Friday, April 25, 2008 3:16 PM To: fpruitt@gte.net; Joseph Griffin Cc: Mohammadi, Mohsen; Lott, Gary Subject: X26 PAPI Flight Check Status Gentlemen, I just spoke with Alisa Carpenter (FAA), and she indicated that the new PAPI units do not need to be flight checked for any runway, unless there is: 1. an instrument approach and/or 2. a circling approach. It is my (and Alisa's) understanding that there are no instrument approaches at X26 yet. The GPS approach on 8-26 has not yet been implemented according to the FAA database. Consequently, it sounds like the PAPI units can be turned on after Pruitt feels that they are aimed properly. Please let me know if you have any questions. Thanks, Mark Mark C. Jansen, P.E. THE LPA GROUP INCORPORATED 615 Crescent Executive Court, Suite 200 Lake Mary, Florida 32746-2146 407.306.0200 (o) 1 321.695.5061 (m) Confidentiality Notice This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it. If you have received this message in error, please notify the sender immediately either by phone (800-572-1115) or reply to this e-mail and delete all copies of this message. 4/26/2008 Page 2 of 3 .+'\ AtMA INVITATION TO BID RUNWAYS 4-22 AND 8-26 PAPI CONSTRUCTION City of Sebastian Project 07-11 Sebastian Municipal Airport, Sebastian, Florida NOTICE IS HEREBY GIVEN, that sealed Bids for the construction of RUNWAYS 4-22 AND 8-26 PAPI CONSTRUCTION, will be accepted by the Sebastian Municipal Airport until 2:00 rim. Wednesday. August 15 2007. The Bid shall conform to the Bidding requirements in their entirety. Envelopes shall be marked as indicated in the Bid Documents. A non -mandatory pre -proposal meeting will be held for prospective bidders at J 0:00 am. Tuesday. July 31, 2007 at the Airport Conference Room, Airport Administration Building, 202 Airport Drive West, Sebastian, Florida. For information, call (772) 228-7013. A Bid Guarantee in the form of a Cashier's, Certified or Treasurer's Check, Bank Draft or Proposal Bond must accompany each sealed Bid for an amount equal to five percent (5%) of the base bid amount. Any proposal received without the prerequisite Bid Form(s), Guarantee, Designation of Subcontractors Form, Public Entity Crime Form and Drug -Free Workplace Form may, at the discretion of the City, be considered incomplete and disqualified. Any person or affiliate who has been placed on the convicted vendor list following conviction for a public entity crime may not submit a Bid as proscribed by Section 287.133, Florida Statutes. A Payment and Performance Bond equal to one hundred percent (100%) of the Bid price shall be required on this project, and shall be provided by the successful Bidder at the time of the execution of the agreement. This contract contains a liquidated damages clause of $300.00 per calendar day. The Bidder shall be an appropriately Licensed Contractor with the State of Florida for the type(s) of work required, able to be properly licensed in the City of Sebastian, and shall show Proof of Insurance to conduct its business, with all licenses, permits, and certificates as required by all local, State of Florida, and Federal agencies before beginning construction. No Bid may be withdrawn after the scheduled closing time for the receipt of Bids for a period of ninety (90) days without the forfeiture of the Bidders' Bid Guarantee. The City reserves the right to reject any and all Bids, to waive informalities and irregularities, or to re -advertise for Bids. The bid package may be purchased from THE LPA GROUP INCORPORATED, at the address listed below. The Bid package fee, including shipping is $55.00. Electronic bid packages are available via e-mail at no cost. Packages will be available Wednesday, June 20, 2007. For more information or to request Bid Documents, contact: THE LPA GROUP INCORPORATED 615 Crescent Executive Court STE 200 Lake Mary, Florida 32746 Attn: Randi Viola (rviola I auroun.com) Phone: (407) 306-0200 - Fax (407) 306-0460 Confidentiality Notice This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it. If you have received this message in error, please notify the sender immediately either by phone (800-572-1115) or reply to this e-mail and delete all 7/12/2007 Page 3 of 3 copies of this message. 7/12/2007