Loading...
#10-5498 (DeAngelis Diamond) Co~~Y_ Adrrini5lr.llive ~ DMsion Purd1asihg Marco Island Executive Airport Construction of Taxiway and Ramp Expansion COLLIER COUNTY BID NO. 10-5498 COLLIER COUNTY, FLORIDA Design Professional: URS Corporation (j) Pu/'dlasioa 0epar1rre1t. 3301 Tamiami Trail East- Naples, Florida 34112 . W'WW,colliergov.netlpurchasing TABLE OF CONTENTS A. PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID, BID SCHEDULE AND OTHER DOCUMENTS D. AGREEMENT E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirement Form EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits EXHIBIT L: Standard Details (if applicable) EXHIBIT M: Plans and Specifications prepared by URS Corporation and identified as follows: Marco Island Executive Airport Construction of Taxiway and Ramp Expansion as shown on Plan Sheets 1 through 43. EXHIBIT N: Contractor's List of Key Personnel 4Cmmty ~, -4 Adrrini5lr.llive Services DMsion Purd1asihg PUBLIC NOTICE INVITATION TO BID Marco Island Executive Airport Construction of Taxiway and Ramp Expansion COUNTY BID NO. 10-5498 Separate sealed bids for the construction of Marco Island Executive Airport Construction of Taxiway and Ramp Expansion, addressed to Mr. Steve Carnell, Purchasing Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 26th day of May, 2010, at which time all bids will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be returned unopened to the Bidder. A non-mandatory pre-bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at 10:00 a.m. LOCAL TIME on the 12th day of May, 2010, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County Government, Collier County, Marco Island Executive Airport Construction of Taxiway and Ramp Expansion Bid No. 10-5498 and Bid Date of May 26,2010". No bid shall be considered unless it is made on an unaltered Bid form which is included in the Bidding Documents. The Bid Schedule (GC-P-1 through GC-P-15) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined on the Collier County Purchasing Department E-Procurement website: www.collierqov.netlbid. Copies of the Bidding Documents may be obtained only from the denoted website. Bidding Documents obtained from sources other than the Collier County Purchasing Department website may not be accurate or current. Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an amount not less than five percent (5%) of the total Bid to be retained as liquidated damages in the event the Successful Bidder fails to execute the Agreement and file the required bonds and insurance within fifteen (15) calendar days after the receipt of the Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Successful Bidder shall be required to furnish the necessary Payment and Performance Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and GC-PN-1 (Construction Services Agreement_Revised July 2009) Certificates of Insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid Bonds or Payment and Performance Bonds must file with each bond a certified and effective dated copy of their Power of Attorney. In order to perform public work, the Successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and registrations as required by State statutes and County ordinances. Before a contract will be awarded for the Work contemplated herein, the Owner shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the Owner to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within two hundred seventy (270) calendar days from and after the Commencement Date specified in the Notice to Proceed. The Owner reserves the right to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents, and to postpone the award of the contract for a period of time which, however, shall not extend beyond one hundred twenty (120) days from the bid opening date without the consent of the Successful Bidder. Dated this 28th day of April, 2010. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: Isl Stephen Y. Carnell, C.P.M. Purchasing and General Services Director GC-PN-2 (Construction Services Agreement_Revised July 2009) PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing andlor monitoring the construction of the project. At the Owner's discretion, any or all duties of the Design Professional referenced in the Contract Documents may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the Project Manager may formally assign any of hislher duties specified in the Contract Documents to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages GC-P-1 to GC-P-15 as bound in these Bidding Documents). By submitting a Bid, Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be GC-IB-1 enclosed in another sealed envelope addressed as above. Bids received at the location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. Section 3. Bid Deposit Reauirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in the State of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit"). The Bid Deposit shall be retained by Owner as liquidated damages if the Successful Bidder fails to execute and deliver to Owner the unaltered Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the 120 day period without selecting any or all alternates, the Owner shall retain the right to subsequently award to the Successful Bidder said alternates at a later time but no later than 120 days from opening, unless otherwise agreed by the Purchasing Director and the Successful Bidder. 3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form attached and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. RiQht to Reiect Bids 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. GC-IB-2 Section 5. Sianina of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president, a vice president, or duly authorized representative. The corporate address and state of incorporation must be shown below the signature. 5.2 Bids by a partnership must be executed in the partnership name and signed by a general partner whose title must appear under the signature and the official address of the partnership must be shown below said signature. 5.3 If Bidder is an individual, his or her signature shall be inscribed. 5.4 If signature is by an agent or other than an officer of corporation or general partner of partnership, a properly notarized power of attorney must be submitted with the Bid. 5.5 All Bids shall have names typed or printed below all signatures. 5.6 All Bids shall state the Bidder's contractor license number. 5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular or unauthorized. Section 6. Withdrawal of Bids Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified for Bid opening. Section 7. Late Bids No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal Advertisement. Section 8. Interpretation of Contract Documents 8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the Purchasing Department, to be given consideration. All such requests for interpretations or clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and all such interpretations and supplemental instructions shall be in the form of written addendum which, if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for such purposes no later than three (3) working days prior to the date fixed for the GC-IB-3 opening of Bids. Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents. 8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid, that it has received all addenda issued and it shall acknowledge same in its Bid. 8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid Conference is non-mandatory. Section 9. Examination of Site and Contract Documents 9.1 By executing and submitting its Bid, each Bidder certifies that it has: a. Examined all Bidding Documents thoroughly; b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; c. Become familiar with all federal, state and local laws, ordinances, rules, and regulations affecting performance of the Work; and d. Correlated all of its observations with the requirements of Bidding documents. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own expense, make such additional surveys and investigations as may be necessary to determine its Bid price for the performance of the Work within the terms of the Bidding Documents. This provision shall be subject to Section 2.3 of the General Conditions to the Agreement. Section 10. Material Reauirements It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non-responsive or irregular if such materials are not specifically named by Bidder. GC-IB-4 Section 11. Bid Quantities 11.1 Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the Project Manager and the Successful Bidder shall have the discretion to re-negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at the time of bid. 11.2 Alternate Bid Pricing: In the event that alternate pricing is requested, it is an expressed requirement of the bid invitation to provide pricing for all alternates as listed. The omission of a response or a no-bid or lack of a submitted price may be the basis for the rejection of the submitted bid response. All bids responses received without pricing for all alternates as listed will be considered technically non-responsive and will not be considered for award. Section 12. Award of Contract 12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation (including the form of the bid documents or bid procedures) shall file their protest with the Purchasing Director prior to the time of the bid opening strictly in accordance with Owner's then current Purchasing Policy. 12.2 Statement of Award: The Award of Contract shall be issued to the lowest, responsive and qualified Bidder determined by the base bid, and any, or all, selected alternates, and the Owner's investigations of the Bidder. In determining the lowest, responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner. When the contract is awarded by Owner, such award shall be evidenced by a written Notice of Award, signed by a Purchasing Agent of the Owner's Purchasing Department or his or her designee and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. 12.3 Certificate of Authority to Conduct Business in the State of Florida (Florida Statute 607.1501) In order to be considered for award, firms submitting a response to this solicitation shall be required to provide a certificate of authority from the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 (www.sunbiz.orq/search.html). A copy of the document shall be submitted GC-IB-5 with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. Section 13. Sales Tax 13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales tax savings program and the Successful Bidder agrees to fully comply, at no additional cost to Owner, with such sales tax savings program implemented by the Owner as set forth in the Agreement and in accordance with Owner's policies and procedures. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid Disclosure Act", Collier County will pay for all Collier County permits and fees applicable to the Project, including license fees, permit fees, impact fees or inspection fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the Successful Bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. 14.2 The Successful Bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the Work contemplated by the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project shall be "qualified" as defined in Collier County Ordinance 87-25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements and has the integrity and reliability to assure good faith performance. A Subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the Subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a Subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the Agreement within the time required. Owner reserves the right to disqualify a Bidder who includes Subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de-certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. GC-IB-6 15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders shall identify the subcontractor(s) it intends to use for the categories of work as set forth in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders acknowledge and agree that the subcontractors identified on the list is not a complete list of the subcontractors to be used on the Project, but rather only the major subcontractors for each category of Work as established by Owner. Bidders further acknowledge that once there is an Award of Contract, the Successful Bidder shall identify, subject to Owner's review and approval, all the subcontractors it intends to use on the Project. Once approved by Owner, no subcontractor shall be removed or replaced without Owner's prior written approval. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004-05, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, andlor any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual andlor firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, andlor quotes; and, c. immediate termination of any contract held by the individual andlor firm for cause. Section 17. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity'; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." GC-IB-? Co~CmmtY ~..,..". Adrrini5lr.llive Services Division Purd1asihg Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM 5 Memorandum Date: May 25, 2010 From: Scot! D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #5 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #5 identifying the following change (s) for the referenced bid: 1. The proposal due date has been modified: Proposals are due at 2:30PM Naples Local Time on Wednesday. June 9th, 2010. 2. Questions will be accepted until Tuesday June 1st, 2010 until 12Noon Naples Local Time. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie AddendumTemplate Revised: 3/25/09 1 c& County ----~. . .- AdrrinislnaliII Services DMsion Purd1asing Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM Memorandum Date: May 24, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #4 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #4 identifying the following change (s) for the referenced bid: . Add Exhibit "0" as clarified If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie AddendumTemplate Revised: 3/25/09 1 9/30/2009 AC 150/5370-IOE EXHIBIT "0" Be advised that this Exhibit 0 represents the known project conditions for Bid # 10-5498 at the time of issuance. Subsequent modifications to this Exhibit 0 may be made by mutual agreement between grantor agency and Collier County. PART I - GENERAL PROVISIONS SECTION 10 DEFINITION OF TERMS Whenever the following terms are used in these specifications, in the contract, or in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10-01 AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHO. 10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public highway. 10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. 10-04 AlP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. 10-05 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations area shall mean any area of the aiIport used or intended to be used for the landing, takeoff, or swiace maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway. or apron. 10-06 AIRPORT. Airport means an area ofland or water which is used or intended to be used for the landing and takeoff of aircraft; an appurtenant area used or intended to be used for aiIport buildings or other airport facilities or rights of way; and aiIport buildings and facilities located in any of these areas, and includes a heliport. 10-07 ASTM. The American Society for Testing and Materials. 10-08 AWARD. The acceptance, by the Owner, of the successful bidder's proposal. 10-09 BIDDER. Any individual, partnership, finn, or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-10 BUILDING AREA. An area on the aiIport to be used, considered, or intended to be used for airport buildings or other airport facilities or rights-of-way together with all airport buildings and facilities located thereon. 10-11 CALENDAR DAY. Every day shown on the calendar. 10-12 CHANGE ORDER. A written order to the Contractor covering changes in the plans, specifications, or proposal quantities and establishing the basis of payment and contract time adjustruent, if any, for the work affected by such changes. The work, covered by a change order, shall be within the scope of the contract. 10-13 CONTRACT. The written agreement covering the work to be performed. The awarded contract shaJl include, but is not limited to: The Advertisement; The Contract Form; The Proposal; The Performance Bond; The Payment Bond; any required insurance certificates; The Specifications; The Plans, and any addenda issued to bidders. GP-O-l AC l50/5370-JOE 9/30/2009 10-14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the contract. 10-15 CONTRACT TIME. The number of calendar days or working days, stated in the proposal, allowed for completion of the contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar or working days, the contract shall be completed by that date. 10-16 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for the acceptable performance of the work contracted and for the payment of all legal debts pertaining to the work who acts directly or through lawful agents or employees to complete the contract work. 10-17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-18 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the Owner to be responsible for engineering inspection of the contract work and acting directly or through an authorized representative. 10-19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the work. 10-20 EXTRA WORK OR "ADDITIONAL WORK". An item of work not provided for in the awarded contract as previously modified by change order, but which is found by the Engineer to be necessary to complete the work within the intended scope of the contract as previously modified. 10-21 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. 10-22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, Commercial Item Descriptions, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. 10-23 FORCE ACCOUNT. Force account construction work is construction that is accomplished through the use of material, equipment, labor, and supervision provided by the Owner or by another public agency pursuant to an agreement with the Owner. 10-24 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary inspections and/or tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. 10-25 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the fmal determination of the Owner. Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. 10-26 LABORATORY. The official testing laboratories of the Owner or such other laboratories as may be designated by the Engineer. 10-27 LIGHTING. A system of fIxtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating GP-O-2 9/30/2009 AC l50/5370-10E devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface. 10-28 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total amount of the award contract. All other items shall be considered minor contract items. 10-29 MATERIALS. Any substance specified for use in the construction of the contract work. 10-30 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the contract time begins. 10-31 OWNER. The term "Owner" shall mean the party of the first part or the contracting agency signatory to the contract. For AIP contracts, the term "sponsor" shall have the same meaning as the term "Owner." Where the term "Owner" is capitalized in this document, it shall mean airport owner or sponsor only. 10-32 PAVEMENT. The combined surface course, base course, and subbase course, if any, considered as a single unit. 10-33 PAYMENT BOND. The approved form of security furnished by the Contractor and hislher surety as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction of the work. 10-34 PERFORMANCE BOND. The approved form of security furnished by the Contractor and hislher surety as a guaranty that the Coutractor will complete the work in accordance with the terms of the contract. 10-35 PLANS. The official drawings or exact reproductions which show the location, character, dimensions and details of the airport and the work to be done and which are to be considered as a part of the contract, supplementary to the specifications. 10-36 PROJECT. The agreed scope of work for accomplishing specific airport development with respect to a particular airport. 10-37 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the plans and specifications. 10-38 PROPOSAL GUARANTY OR "BID BOND". The security furnished with a proposal to guarantee that the bidder will enter into a contract if his/her proposal is accepted by the Owner. 10-39 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 10-40 SPECIFICATIONS. A part of the contract containing the written directions and requirements for completing the contract work. Standards for specifying materials or testing which are cited in the contract specifications by reference shall have the same force and effect as if included in the contract physically. , 10-41 SPONSOR. See definition above of "Owner." 10-42 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otheIWise classified herein. 10-43 SUBGRADE. The soil that forms the pavement foundation. GP-O-3 AC 150/5370-JOE 9/30/2009 10-44 SUPERINTENDENT. The Contractor's execntive representative who is present on the work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and direct the construction. 10-46 SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds that are furnished to the Owner by the Contractor. 10-47 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airportts runways or aircraft parking areas. 10-48 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractor's performance of all duties and obligations imposed by the contract, plans, and specifications. 10-49 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least 6 hours toward completion of the contract. When work is suspended for causes beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working days. END OF SECTION 10 GP-O-4 9/30/2009 AC 150/5370-IOE SECTION 20 PROPOSAL REQUIREMENTS AND CONDITIONS 20-01 ADVERTISEMENT (Notice to Bidders). The Owner, or his/her authorized agent, shall publish the advertisement at such places and at such times as are required by local law or ordinances. 20-02 PREQUALIFICATION OF BIDDERS. Not applicable to this solicitation 20-03 CONTENTS OF PROPOSAL FORMS. The Owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached. The plans specifications, and other documents designated in the proposal form shall be considered a part of the proposal whether attached or not. 20-04 ISSUANCE OF PROPOSAL FORMS. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: a. Failure to comply with any prequalification regulations of the Owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the Owner) at the time the Owner issues the proposal to a prospective bidder. c. Contractor default under previous contracts with the Owner. d. Unsatisfactory work on previous contracts with the Owner. 20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of quantities of work to be done and materials to be furnished under these specifications is given in the proposal. It is the result of careful calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the contract. The Owner does not expressly or by implication agree that the actual quantities involved will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Payment to the Contractor will be made only for the actual quantities of work performed or materials furnished in accordance with the plans and specifications. It is understood that the quantities may be increased or decreased as hereinafter provided in the subsection titled AL TERA nON OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. 20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to carefully examine the site of the proposed work, the proposal, plans specifications, and contract forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of the proposed contract, plans, and specifications. Boring logs and other records of subsurface investigations and tests are available for inspection of bidders. It is Wlderstood and agreed that such subsurface information, whether included in the plans, specifications, or otherwise made available to the bidder, was obtained and is intended for the Owner's design and estimating purposes only. Such information has been made available for the convenience of all bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions, deductions, or conclusions which he may make or obtain from his/her examination of the boring logs and other records of subsurface investigations and tests that are furnished by the Owner. 20-07 PREPARATION OF PROPOSAL. The bidder shall submit his/her proposal on the forms furnished by the Owner. All blank spaces in the proposal forms must be correctly filled in where indicated for each and every item GP-O-5 AC 150/5370-IOE 9/30/2009 for which a quantity is given. The bidder shall state the price (written in ink or typed) both in words and numerals for which he proposes to do each pay item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern. The bidder shall sign hislher proposal correctly and in ink unless submitted electronically. If the proposal is made by an individual, hislher name and post office address must be shown. If made by a partnership, the name and post office address of each member of the partnership must be shown. If made by a corporation, the person signing the proposal shall give the name of the state under the laws of which the corporation was chartered and the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal as an agent shall file evidence ofhislher authority to do so and that the signature is binding upon the firm or corporation. 20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following reasons: a. If the proposal is on a form other than that furnished by the Owner, or if the Owner's form is altered, or if any part of the proposal form is detached. b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind that make the proposal incomplete, indefmite, or otherwise ambiguous. c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit price. d. If the proposal contains unit prices that are obviously unbalanced. e. If the proposal is not accompanied by the proposal guaranty specified by the Owner. The Owner reserves the right to reject any irregular proposal and the right to waive technicalities if such waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining to the letting of construction contracts. 20.09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, or other specified acceptable collateral, in the amount specified in the proposal form. Such check, or collateral, shall be made payable to the Owner. 20-10 DELIVERY OF PROPOSAL. Ifproposal is not submitted electronically, Each proposal submitted shall be placed in a sealed envelope plainly marked with the project number, location of airport, and name and business address of the bidder on the outside. When sent by mail, preferably registered, the sealed proposal, marked as indicated above, should be enclosed in an additional envelope. No proposal will be considered unless received at the place specified in the advertisement before the time specified for opening all bids. Proposals received after the bid opening time shall be returned to the bidder unopened. 20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that the bidder's request for withdrawal is received by the Owner in writing or by telegram before the time specified for opening bids. Revised proposals must be received at the place specified in the advertisement before the time specified for opening all bids. 20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the time and place specified in the advertisement. Bidders, their authorized agents, and other interested persons are invited to attend. Proposals that have been withdrawn (by written or telegraphic request) or received after the time specified for opening bids shall be returned to the bidder unopened. 20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of the following reasons: a. Submitting more than one proposal from the same partnership, firm, or corporation under the same or different name. GP-O-6 9/30/2009 AC 150/5370-IOE b. Evidence of collusion among bidders. Bidders participating in such collusion shall be disqualified as bidders for any future work of the Owner until any such participating bidder has been reinstated by the Owner as a qualified bidder. c. If the bidder is considered to be in "default" for any reason specified in the subsection titled ISSUANCE OF PROPOSAL FORMS of this section. END OF SECTION 20 GP-O-7 9/30/2009 AC 150/5370- JOE SECTION 30 AWARD AND EXECUTION OF CONTRACT 30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between Wlit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a contract is made, the Owner reserves the right to reject a bidder's proposal for any of the following reasons: a. If the proposal is irregular as specified in the subsection titled IRREGULAR PROPOSALS of Section 20. b. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. In addition, Wltil the award of a contract is made, the Owner reserves the right to reject any or all proposals, waive technicalities, if such waiver is in the best interest of the Owner and is in conformance with applicable state and local1aws or regulations pertaining to the letting of construction contracts; advertise for new proposals; or proceed with the work otherwise. All such actions shall promote the Owner's best interests. 30-02 A WARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made within [ 30 calendar days of the date specified for publicly opening proposals, unless otherwise specified herein. A ward of the contract shall be made by the Owner to the lowest, responsive, qualified bidder whose proposal conforms to the cited requirements of the Owner. 30-03 CANCELLATION OF AWARD. The Owner reserves the right to cancel the award without liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully executed by all parties and is approved by the Owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. 30-04 RETURN OF PROPOSAL GUARANTY. Proposal guaranties of the bidders will be retained by the Owner until such time as an award is made, at which time, the unsuccessful bidders' proposal guaranty will be returned. The successful bidder's proposal guaranty will be returned as soon as the Owner receives the contracts bonds as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section. 30-05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the contract, the successful bidder shall furnish the Owner a surety bond or bonds that have been fully executed by the bidder and the surety guaranteeing the performance of the work and the payment of all legal debts that may be incurred by reason of the Contractor's performance of the work. The surety and the form of the bond or bonds shall be acceptable to the Owner. Unless otherwise specified in this subsection, the surety bond or bonds shall be in a sum equal to the full amount of the contract. 30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessary agreements for entering into the contract and return such signed contract to the owner, along with the fully executed surety bond or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within 15 calendar days from the date mailed or otherwise delivered to the successful bidder. If the contract is mailed, special handling is recommended. 30-07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds that have been executed by the successful bidder, the Owner shall complete the execution of the contract in accordance with local laws or ordinances, and return the fully executed contract to the Contractor. Delivery of the fully executed contract to the Contractor shall constitute the Owner's approval to be bOWld by the successful bidder's proposal and the terms of the contract. GP-O-9 AC 150/5370-10E 9/30/2009 30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the contract and furnish an acceptable surety bond or bonds within the 15 calendar day period specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the Owner. END OF SECTION 30 GP-O-l0 9/30/2009 AC 150/5370-IOE SECTION 40 SCOPE OF WORK 40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and completion, in every detail, of the work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the work in accordance with the plans, specifications, and terms of the contract. 40-02 ALTERATION OF WORK AND QUANTITIES. The owner reserves and shall have the right to make such alterations in the work as may be necessary or desirable to complete the work originally intended in an acceptable manner. These alterations that are for work within the general scope of the contract shall be covered by "Change Orders" issued by the Project Manager. Change orders for altered work shall include extensions of contract time where, in the Engineer's opinion, such extensions are commensurate with the amount and difficulty of added work. 40-03 OMITTED ITEMS. The Engineer may, in the Owner's best interest, omit from the work any contract item, except major contract items. Major contract items may be omitted by a Change Order. Such omission of contract items shall not invalidate any other contract provision or requirement. Should a contract item be omitted or otherwise ordered to be nonperformed, the Contractor shall be paid for all work performed toward completion of such item prior to the date of the order to omit such item. Payment for work performed shall be in accordance with the subsection titled PAYMENT FOR OMITIED ITEMS of Section 90. 40-04 EXTRA WORK. Should acceptable completion of the contract require the Contractor to perform an item of work for which no basis of payment has been provided in the original contract or previously issued change orders or supplemental agreements, the same shall be called "Extra Work." Extra Work that is within the general scope of the contract shall be covered by written change order. Change orders for such Extra Work shall contain agreed unit prices for performing the change order work in accordance with the requirements specified in the order, and shall contain any adjustment to the contract time that, in the Engineer1s opinion, is necessary for completion of such Extra Work. When determined by the Owner to be in the Owner's best interest, he may order the Contractor to proceed with Extra Work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. Extra Work that is necessary for acceptable completion of the project, but is not within the general scope of the work covered by the original contract shall be covered by a Change Order. Any claim for payment of Extra Work that is not covered by written agreement (change order) shall be rejected by the Owner. 40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety of aircraft, as well as the Contractor1s equipment and 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 areas of the airport with respect to his/her own operations and the operations of all his/her subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80. It is further understood and agreed 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 as specified in the subsection titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in Section 70. With respect to his/her own operations and the operations of all his/her subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying: personnel; equipment; vehicles; storage areas; and any GP-O-ll AC 150/5370-10E 9/30/2009 work area or condition that may be hazardous to the operation of aircraft, frre-rescue equipment, or maintenance vehicles at the airport. When the contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Contractor1s performance of work that is otherwise provided for in the contract, plans, and specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish erect, and maintain barricades, warning signs, flagperson, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from abutting property or intersecting roads, streets or highways. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existing road, street, or highway. The Contractor shall make hislher own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measured or paid for directly, but shall be included in the various contract items. 40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered within the established lines, grades, or grading sections shall be removed by the Contractor, unless such existing structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in place. The cost of removing such existing structures shall not be measured or paid for directly, but shall be included in the various contract items. Should the Contractor encounter an existing structure (above or below ground) in the work for which the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such structure. The disposition of existing structures so encountered shall be immediately detennined by the Engineer in accordance with the provisions of the contract. Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK of this section, it is intended that all existing materials or structures that may be encountered (within the lines, grades, or grading sections established for completion of the work) shall be utilized in the work as otherwise provided for in the contract and shall remain the property of the Owner when so utilized in the work. 40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Shonld the Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete slabs within the established lines, grades, or grading sections, the use of which is intended by the terms of the contract to be either embankment or waste, he may at his/her option either: a. Use such material in another contract item, providing such use is approved by the Engineer and is in conformance with the contract specifications applicable to such use; or, b. Remove such material from the site, upon written approval of the Owner; or c. Use such material for his/her own temporary construction on site; or, d. Use such material as intended by the terms of the contract. Should the Contractor wish to exercise option 3., b., or C., he shall request the Owner's approval in advance of such use. Should the Owner approve the Contractor's request to exercise option 3., b., or c., the Contractor shall be paid for the excavation or removal of such material at the applicable contract price. The Contractor shall replace, at his/her own expense, such removed or excavated material with an agreed equal volume of material that is acceptable for use in GP-O-12 9/30/2009 AC l50/5370-IOE constructing embankment, backfills, or otherwise to the extent that such replacement material is needed to complete the contract work. The Contractor shall not be charged for hislher use of such material so used in the work or removed from the site. Should the Owner approve the Contractor's exercise of option a., the Contractor shall be paid, at the applicable contract price, for furnishing and installing such material in accordance with requirements of the contract item in which the material is used. It is understood and agreed that the Contractor shall make no claim for delays by reason ofhislher exercise of option a., b., or c. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades, or grading sections established for the work, except where such excavation or removal is provided for in the contract, plans, or specifications. 40-09 FINAL CLEANING UP. Upon completion of the work and before acceptance and fmal payment will be made, the Contractor shall remove from the site all machinery, equipment, surplus and discarded materials, rubbish, temporary structures, and stumps or portions of trees. He shall cut all brush and woods within the limits indicated and shall leave the site in a neat and presentable condition. Material cleared from the site and deposited on adjacent property will not be considered as having been disposed of satisfactorily, unless the Contractor has obtained the written permission of such property o\Vtler. END OF SECTION 40 GP-O-13 AC l50/5370-IOE 9/30/2009 SECTION 50 CONTROL OF WORK 50-01 AUTHORlTY OF THE ENGINEER. The Engineer and the County Project Manager shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, and as to the manner of performance and rate of progress of the work. The Engineer and the County Project Manager shall decide all questions that may arise as to the interpretation of the specifications or plans relating to the work. The Engineer and the County Project Manager shall detenniue the amount and quality of the several kinds of work performed and materials furnished which are to be paid for the under contract. The Engineer does not have the authority to accept pavements that do not conform to FAA specification requirements. 50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all materials furnished shall be in reasonably close conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements, and testing requirements that are specified (including specified tolerances) in the contract, plans or specifications. If the Engineer finds the materials furnished, work performed, or the finished product not within reasonably close confonnity with the plans and specifications but that the portion of the work affected will, in hislber opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, he will advise the Owner of his/her determination that the affected work be accepted and remain in place. In this event, the Engineer will document his/her determination and recommend to the Owner a basis of acceptance that will provide for an adjustment in the contract price for the affected portion of the work. The Engineer's determination and recommended contract price adjustments will be based on good engineering judgment and such tests or retests of the affected work as are, in hislher opinion, needed. Changes in the contract price shall be covered by contract modifications as applicable. If the Engineer fmds the materials furnished, work performed, or the finished product are not in reasonably close confonnity with the plans and specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the Engineer's and County Project Manager's written orders. For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as waiving the Contractor's responsibility to complete the work in accordance with the contract, plans, and specifications. The term shall not be construed as waiving the Engineer's responsibility to insist on strict compliance with the requirements of the contract, plans, and specifications during the Contractor's prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an acceptable finished portion of the work. For the purpose of this subsection, the term "reasonably close confonnity" is also intended to provide the Engineer with the authority, after consultation with the FAA, to use good engineering judgment in hislher detenninations as to acceptance of work that is not in strict confonnity but will provide a finished product equal to or better than that intended by the requirements of the contract, plans and specifications. The Engineer will not be responsible for the Contractor's means, methods, techniques, sequences, or procedures of construction or the safety precautions incident thereto. 50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The contract, plans, specifications, and all referenced standards cited are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled dimensions; contract technical specifications shall govern over contract general provisions, plans, cited standards for materials or testing, and cited FAA advisory circulars; contract general provisions shall govern over plans, cited standards for materials or testing, and cited FAA advisory circulars; plans shall govern over cited standards for materials or GP-O-14 9/30/2009 AC ISO/5370-IOE testing and cited FAA advisory circulars. If any paragraphs contained in the Special Provisions conflict with General Provisions or Teclmical Specifications, the Special Provisions shall govern. The Contractor shall not take advantage of any apparent error or omission on the plans or specifications. In the event the Contractor discovers any apparent error or discrepancy, he shall immediately call upon the Eugineer for his/her interpretation and decision, and such decision shall be fmal. 50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with five copies each of the plans and specifications. He shall have available on the work at all times one copy each of the plans and specifications. Additional copies of plans and specifications may be obtained by the Contractor for the cost of reproduction. The Contractor shall give constant attention to the work to facilitate the progress thereof, and he shall cooperate with the Engineer and hislher inspectors and with other contractors in every way possible. The Contractor shall have a competent superintendent on the work at all times who is fully authorized as his/her agent on the work. The superintendent shall be capable of reading and thoroughly understanding the plans and specifications and shall receive and fulfill instructions from the Engineer or his/her authorized representative. 50-05 COOPERATION BETWEEN CONTRACTORS. The Owner reserves the right to contract for and perform other or additional work on Of near the work covered by this contract. When separate contracts are let within the limits of anyone project, each Contractor shall conduct his/her work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. Each Contractor involved shall assume all liability, fmancial or otherwise, in connection with hislher contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same project. The Contractor shall arrange hislher work and shall place and dispose of the materials being used so as not to interfere with the operations of the other Contractors within the limits of the same project. He shall join hislher work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish horizontal and vertical control only. The Contractor must establish all layout required for the construction of the work. Such stakes and markings as the Engineer may set for either hislher own or the Contractor's guidance shall be preserved by the Contractor. In case of negligence on the part of the Contractor, or hislher employees, resulting in the destruction of such stakes or markings, an amount equal to the cost of replacing the same may be deducted from subsequent estimates due the Contractor at the discretion of the Engineer. The Contractor will be required to furnish all lines, grades and measurements from the control points necessary for the proper prosecution and control of the work contracted for WIder these specifications. The Contractor must give weekly copies of the survey notes to the Engineer so that the Engineer may check them as to accuracy and method of staking. All areas that are staked by the Contractor must be checked by the Engineer prior to beginning any work in the area. The Engineer will make periodic checks of the grades and alignment set by the Contractor. In case of error on the part of the Contractor, or hislher employees, resulting in establishing grades and/or alignment that are not in accordance with the plans or established by the Engineer, all construction not in accordance with the established grades andlor alignment shall be replaced without additional cost to the Owner. No direct payment will be made, unless otherwise specified in contract documents, for this labor, materials, or other expenses therewith. The cost thereof shall be included in the price of the bid for the various items of the Contract. Construction Staking and Layout includes but is not limited to: Clearing and Grubbing perimeter staking. GP-O-IS AC l50/5370-IOE 9/30/2009 Rough Grade slope stakes at 100-foot stations. Drainage Swales slope stakes and flow line blue tops at 50-foot stations. Subgrade blue tops at 25 foot stations and 25 foot offset distance (max.) for the following section locations: a. Runway - minimum 5 per station b. Taxiways - minimum 3 per station c. Holding apron areas - minimum 3 per station d. Roadways - minimum 3 per station Base Course blue tops at 25 foot stations and 25 foot offset distance (max.) for the following section locations: a. Runway - minimum 5 per station b. Taxiways - minimum 3 per station c. Holding apron areas - minimum 3 per station Pavement areas: a. Edge of Pavement hubs and tacks (for stringline by Contractor) at 100 foot stations b. Between Lifts at 25 foot stations for the following section locations: (I). Runways - each paving lane width (2). Taxiways - each paving lane width (3). Holding areas - each paving lane width c. After fInish paving operations at 50 foot stations (I). All paved areas - Edge of each paving lane prior to next paving lot d. Shoulder and safety area blue tops at 50 foot stations and at all break points with maximum of 50 foot offsets Fence lines at 100 foot stations Electrical and Communications System locations, lines and grades including but not limited to duct runs, connections, fIxtures, signs, lights, V AS!'s, PAP!'s, REIL's, Wind Cones, Distance Markers (signs), pull boxes and manholes. Drain lines, cut stakes and alignment on 25-foot stations, inlet and manholes. Painting and Striping layout (pinned with 1.5 inch PK nails) marked for paint Contractor. (All nails shall be removed after painting) Laser, or other automatic control devices, shall be checked with temporary control point or grade hub at a minimum of once per 400 feet per pass (i.e. paving lane). NOTE: Controls and stakes disturbed or suspect of having been disturbed shall be checked and/or reset as directed by the Engineer without additional cost to the Owner. 50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing plant equipment is required to be operated automatically under the contract and a breakdown or malfunction of the automatic controls occurs, the equipment may be operated manually or by other methods for a period 48 hours following the breakdown or malfunction, provided this method of operations will produce results which conform to all other requirements of the contract. 50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the Owner shall be authorized to inspect all work done and all material furnished. Such inspection may extend to all or any part of the work and to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke, alter, or waive any provision of the contract. Inspectors are not authorized to issue instructions contrary to the plans and specifications or to act as foreman for the Contractor. Inspectors employed by the Owner are authorized to notify the Contractor or his/her representatives of any failure of the work or materials to conform to the requirements of the contract, plans, or specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer for his/her decision. 50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work shall be subject to inspection by the Engineer. The Engineer 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 inspection. If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the GP-0-16 9/30/2009 AC 150/5370-IOE 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 will be paid for as extra work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor's expense. Any work done or materials used without supervision or inspection by an authorized representative of the Owner may be ordered removed and replaced at the Contractor's expense unless the Ownerls representative failed to inspect after having been given reasonable notice in writing that the work was to be performed. Should the contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (contract) Owner, authorized representatives of the owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to the contract, and shall in no way interfere with the rights of the parties to this contract. 50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work that does not conform to the requirements of the contract, plans, and specifications will be considered unacceptable, unless otherwise determined acceptable by the Engineer as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the fmal acceptance of the work, shall be removed immediately and replaced in an acceptable manner in accordance with the provisions of the subsection titled CONTRACTOR'S RESPONSIBIUTY FOR WORK of Section 70. No removal work made under provision of this subsection shall be done without lines and grades having been given by the Engineer. Work done contrary to the instructions of the Engineer or the County Project Manager, work done beyond the lines shown on the plans or as given, except as herein specified, or any extra work done without authority, will be considered as unauthorized and will not be paid for under the provisions of the contract. Work so done may be ordered removed or replaced at the Contractor's expense. Upon failure on the part of the Contractor to comply forthwith with any order of the Engineer or County Project Manager made under the provisions of this subsection, the Engineer or County Project Manager will have authority to cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs (incurred by the Owner) from any monies due or to become due the Contractor. 50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for damage that may result from the moving of material or equipment. The operation of equipment of such weight or so loaded as to cause damage to structures or to any other type of construction will not be permitted. Hauling of materials over the base course or surlace course under construction shall be limited as directed. No loads will be permitted on a concrete pavement, base, or structure before the expiration of the curing period. The Contractor shall be responsible for all damage done by his/her hauling equipment and shall correct such damage at his/her own expense. 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times. In the case of a contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous course or sub grade during all construction operations. All costs of maintenance work during construction and before the project is accepted shall be included in the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount for such work. GP-O-17 AC 150/5370-IOE 9/3012009 50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain the work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the Engineer shall immediately notifY the Contractor of such noncompliance. Such notification shall specifY a reasonable time within which the Contractor shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists. Should the Contractor fail to respond to the Engineer's notification, the Owner may suspend any work necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the Owner, shall be deducted from monies due or to become due the Contractor. 50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the Contractor substantially completes a usable unit or portion of the work, the occupancy of which will benefit the Owner, he may request the Engineer to make fmal inspection of that unit. If the Engineer fmds upon inspection that the unit has been satisfactorily completed in compliance with the contract, he may accept it as being completed, and the Contractor may be relieved of further responsibility for that unit. Such partial acceptance and beneficial occupancy by the Owner shall not void or alter any provision of the contract. 50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion of the entire project, the Engineer and Owner will make an inspection. If all construction provided for and contemplated by the contract is found to be completed in accordance with the contract, plans, and specifications, such inspection shall constitute the fmal inspection. The Engineer shall notifY the Contractor in writing of final acceptance as of the date of the final inspection. If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer will give the Contractor the necessary instructions for correction of same and the Contractor shall immediately comply with and execute such instructions. Upon correction of the work, another inspection will be made which shall constitute the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notifY the Contractor in writing of this acceptance as of the date of fmal inspection. 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. Iffor any reason the Contractor deems that additional compensation is due him for work or materials not clearly provided for in the contract, plans, or specifications or previously authorized as extra work, he shall notifY the Engineer in writing of his/her intention to claim such additional compensation before he begins the work on which he bases the claim. If such notification is not given or the Engineer is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any way be construed as proving or substantiating the validity of the claim. When the work on which the claim for additional compensation is based has been completed, the Contractor shall, within 10 calendar days, submit hislher written claim to the Engineer who will present it to the Owner for consideration in accordance with local laws or ordinances. Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute fmal payment based on differences in measurements or computations. 50-17 COST REDUCTION. The provisions of this subsection may not apply to this solicitation. On projects with original contract amounts in excess of $100,000, the Contractor may submit to the Engineer, in writing, proposals for modifying the plans, specifications or other requirements of the contract for the sole purpose of reducing the cost of construction. The cost reduction proposal shall not impair, in any manner, the essential functions or characteristics of the project, including but not limited to service life, economy of operation, ease of maintenance, desired appearance, design and safety standards. This provision shall not apply unless the proposal submitted is specifically identified by the Contractor as being presented for consideration as a value engineering proposal. GP-0-18 9/3012009 AC l50/5370-JOE Not eligible for cost reduction proposals are changes in the basic design of a pavement type, runway and taxiway lighting, visual aids, hydraulic capacity of drainage facilities, or changes in grade or alignment that reduce the geometric standards of the project. As a minimum, the following information shall be submitted by the Contractor with each proposal: a. A description of both existing contract requirements for performing the work and the proposed changes, with a discussion of the comparative advantages and disadvantages of each; b. An itemization of the contract requirements that must be changed if the proposal is adopted; c. A detailed estimate of the cost of performing the work under the existing contract and under the proposed changes; d. A statement of the time by which a change order adopting the proposal must be issued; e. A statement of the effect adoption of the proposal will have on the time for completion of the contract; and f. The contract items of work affected by the proposed changes, including any quantity variation attributable to them. The Contractor may withdraw, in whole or in part, any cost reduction proposal not accepted by the Engineer, within the period specified in the proposal. The provisions of this subsection shall not be construed to require the Engineer to consider any cost reduction proposal that may be submitted. The Contractor shall continue to perform the work in accordance with the requirements of the contract until a change order incorporating the cost reduction proposal has been issued. If a change order has not been issued by the date upon which the Contractor's cost reduction proposal specifies that a decision should be made, or such other date as the Contractor may subsequently have requested in writing, such cost reduction proposal shall be deemed rejected. The Engineer shall be the sole judge of the acceptability of a cost reduction proposal and of the estimated net savings from the adoption of all or any part of such proposal. In determining the estimated net savings, the Engineer may disregard the contract bid prices if, in the Engineer's judgment such prices do not represent a fair measure of the value of the work to be performed or deleted. The Owner may require the Contractor to share in the Owner's costs of investigating a cost reduction proposal submitted by the Contractor as a condition of considering such proposal. Where such a condition is imposed, the Contractor shall acknowledge acceptance of it in writing. Such acceptance shall constitute full authority for the Owner to deduct the cost of investigating a cost reduction proposal from amounts payable to the Contractor under the contract. If the Contractor's cost reduction proposal is accepted in whole or in part, such acceptance will be by a contract change order that shall specifically state that it is executed pursuant to this subsection. Such change order shall incorporate the changes in the plans and specifications which are necessary to permit the cost reduction proposal or such part of it as has been accepted and shall include any conditions upon which the Engineer's approval is based. The change order shall also set forth the estimated net savings attributable to the cost reduction proposal. The net savings shall be determined as the difference in costs between the original contract costs for the involved work items and the costs occurring as a result of the proposed change. The change order shall also establish the net savings agreed upon. Acceptance of the cost-reduction proposal and performance of the cost-reduction work shall not extend the time of completion of the contract unless specifically provided for in the contract change order. END OF SECTION 50 GP-O-19 AC 150/5370-JOE 9/30/2009 SECTION 60 CONTROL OF MATERIALS 60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on the work shall conform to the requirements of the contract, plans, and specifications. Unless otherwise specified, such materials that are manufactured or processed shall be new (as compared to used or reprocessed). In order to expedite the inspection and testing of materials, the Contractor shall furnish complete statements to the Engineer as to the origin, composition, and manufacture of all materials to be used in the work. Such statements shall be furnished promptly after execution of the contract but, in all cases, prior to delivery of such materials. At the Engineer's option, materials may be approved at the source of supply before delivery is stated. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor shall furnish materials from other sources. The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited materials specifications. In addition, where an FAA specification for airport lighting equipment is cited in the plans or specifications, the Contractor shall furnish such equipment that is: a. Listed in FAA Advisory Circular (Ae) 150/5345-53, Airport Lighting Equipment Certification Program, that is in effect on the date of advertisement; and, b. Produced by the manufacturer qualified (by FAA) to produce such specified and listed equipment. The following airport lighting equipment is required for this contract and is to be furnished by the Contractor in accordance with the requirements of this subsection: EQUIPMENT NAME CITED FAA SPECIFICATIONS EFFECTIVE FAA AC OR APPROVAL LETTER FOR EQUIPMENT AND MANUFACTURER 60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. Unless otherwise designated, all materials used in the work shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any work in which untested materials are used without approval or written permission of the Engineer shall be performed at the Contractor's risk. Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited standard methods of ASTM, AASHTO, Federal Specifications, Commercial Item Descriptions, and all other cited methods, which are current on the date of advertisement for bids, will be made by and at the expense of the Engineer. The testing organizations performing on site field tests shall have copies of all referenced standards on the construction site for use by all technicians and other personnel, including the Contractor's representative at his/her request. Unless otherwise designated, samples will be taken by a qualified representative of the Engineer. All materials being used are subject to inspection, test, or rejection at any time prior to or during incorporation into the work. Copies of all tests will be furnished to the Contractor's representative at his/her request. The Contractor shall employ a testing organization to perform all Contractor required tests. The Contractor shall submit to the Engineer resumes on all testing organizations and individual persons who will be performing the tests. The Engineer will determine if such persons are qualified. All the test data shall be reported to the Engineer after the results are known. A legible, handwritten copy of all test data shall be given to the Engineer daily, along with printed reports, in an approved format, on a weekly basis. After completion of the project, and prior to fmal payment, the Contractor shall submit a fmal report to the Engineer showing all test data reports, plus an analysis of all results showing ranges, averages, and corrective action taken on all failing tests. GP-O-20 9/30/2009 AC 150/5370-JOE 60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to sampling and testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully comply with the requirements of the contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is clearly identified. Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with contract requirements will be subject to rejection whether in place or not. The form and distribution of certificates of compliance shall be as approved by the Engineer. When a material or assembly is specified by "brand name or equal" and the Contractor elects to furnish the specified "brand name," the Contractor shall be required to furnish the manufacturer's certificate of compliance for each lot of such material or assembly delivered to the work. Such certificate of compliance shall clearly identify each lot delivered and shall certify as to: a. Conformance to the specified performance, testing, quality or dimensional requirements; and, b. Suitability of the material or assembly for the use intended in the contract work. Should the Contractor propose to furnish an "or equal" material or assembly, he shall furnish the manufacturer's certificates of compliance as hereinbefore described for the specified brand name material or assembly. However, the Engineer shall be the sole judge as to whether the proposed "or equal" is suitable for use in the work. The Engineer reserves the right to refuse permission for use of materials Of assemblies on the basis of certificates of compliance. 60-04 PLANT INSPECTION. The Engineer or his/her authorized representative may inspect, at its source, any specified material or assembly to be used in the work. Manufacturing plants may be inspected from time to time for the purpose of determining compliance with specified manufacturing methods or materials to be used in the work and to obtain samples required for hislher acceptance of the material or assembly. Should the Engineer conduct plant inspections, the following conditions shall exist: a. The Engineer shall have the cooperation and assistance of the Contractor and the producer with whom he has contracted for materials. b. The Engineer shall have full entry at all reasonable times to such parts of the plant that concern the manufacture or production of the materials being furnished. c. If required by the Engineer, the Contractor shall arrange for adequate office or working space that may be reasonably needed for conducting plant inspections. Office or working space should be conveniently located with respect to the plant. It is understood and agreed that the Owner shall have the right to retest any material that has been tested and approved at the source of supply after it has been delivered to the site. The Engineer shall have the right to reject only material which, when retested, does not meet the requirements of the contract, plans, or specifications. 60-05 ENGINEER'S FIELD OFFICE. Not Applicable to this solicitation 60-06 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation of their quality and fitness for the work. Stored materials, even though approved before storage, may again be inspected prior to their use in the work. Stored materials shall be located so as to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with the Engineer. Materials to be stored on airport property shall not create an obstruction to air navigation nor shall they interfere with the free and unobstructed movement of aircraft Unless GP-O-2l AC l50/5370-IOE 9/30/2009 otherwise shown on the plans, the storage of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed by the Engineer. Private property shall not be used for storage purposes without written permission of the owner or lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall furnish the Engineer a copy of the property owner's permission. All storage sites on private or airport property shall be restored to their original condition by the Contractor at hislher entire expense, except as otherwise agreed to (in writing) by the owner or lessee of the property. 60-07 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the contract, plans, or specifications shall be considered unacceptable and shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. Rejected material or assembly, the defects of which have been corrected by the Contractor, sball not be returned to the site of the work until such time as the Engineer has approved its used in the work. 60-08 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required to complete the work, except those specified herein (if any) to be furnished by the Owner. Owner-furnished materials shall be made available to the Contractor at the location specified herein. All costs of handling, transportation from the specified location to the site of work, storage, and installing Owner- furnished materials shall be included in the unit price bid for the contract item in which such Owner-furnished material is used. After any Owner-furnished material has been delivered to the location specified, the Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies that may occur during the Contractor's handling, storage, or use of such Owner-furnished material. The Owner will deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good such loss due to the Contractor's handling, storage, or use of Owner-furnished materials. END OF SECTION 60 GP-O-22 9/30/2009 AC 150/5370-IOE SECTION 70 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70-01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and state laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or which in any way affect the conduct of the work. He shan at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shan protect and indemnify the Owner and an hislher officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by himself or hislher employees. 70-02 PERMITS, LICENSES, AND TAXES. The Contractor shan procure an permits and licenses, pay all charges, fees, and taxes, and give an notices necessary and incidental to the due and lawful prosecution of the work. 70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required or desires to use any design, device, material, or process covered by letters of patent or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner. The Contractor and the surety shall indemnify and save harmless the Owner, any third party, or political subdivision from any and an claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright, and shall indemnify the Owner for any costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at any time during the prosecution or after the completion of the work. 70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The Owner 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 government agency at any time during the progress oftbe work. To the extent that such construction, reconstruction, or maintenance has been coordinated with the Owner, such authorized work (by others) is indicated as follows: Owner (Utility or Other Facility) Location (See Plan Sheet No.) Person to Contact (Name, Title, Address and Phone) Except as listed above, the Contractor shall not permit any individual, frrm, or corporation to excavate or otherwise disturb such utility services or facilities located within the limits of the work without the written permission of the Engineer. Should the owner of public or private utility service, FAA, or NOAA facility, or a utility service of another government agency be authorized to construct, reconstruct, or maintain such utility service or facility during the progress of the work, the Contractor shall cooperate with such owners by 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 listed above. When ordered as extra work by the Engineer, the Contractor shan make an 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 shan 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 such authorized work. 70-05 FEDERAL AID PARTICIPATION. For AlP contracts, the United States Government has agreed to reimburse the Owner for some portion of the contract costs. Such reimbursement is made from time to time upon the Owner's request to the FAA. In consideration of the United States Government's (FAA's) agreement with the Owner, the Owner has included provisions in this contract pursuant to the requirements of Title 49 of the United States Code (USe) and the Rules and Regulations of the FAA that pertain to the work. As required by the USC, the contract work is subject to the inspection and approval of duly authorized representatives of the Administrator, FAA, and is further subject to those provisions of the rules and regulations that are cited in the contract, plans, or specifications. GP-O-23 AC 15015370-IOE 9/3012009 No requirement of the USC, the rules and regulations implementing the USC, or this contract shall be construed as making the Federal Govenunent a party to the contract nor will any such requirement interfere, in any way, with the rights of either party to the contract. 70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the state and local Board of Health, or of other bodies or tribunals having jurisdiction. Attention is directed to Federal, state, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions that are unsanitary, hazardous, or dangerous to hislher health or safety. 70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her operations and those of hislher subcontractors and all suppliers, to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with respect to his/her own operations and those of his/her subcontractors and all suppliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit such operations for the convenience and safety of the traveling public as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs, and hazard markings shall be suitably illuminated. Unless otherwise specified, barricades, warning signs, and markings for hazards that are in the air operations area shall be a maximum of 18 inches high. Unless otherwise specified, barricades shall be spaced not more than 25 feet apart. Barricades, warning signs, and markings shall be paid for under Section 40-05. For vehicnlar and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). When the work requires closing an air operations area of the airport or portion of such area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of AC 15015340-1, Standards for Airport Markings. The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stock piles, and his/her parked construction equipment that may be hazardous to the operation of emergency fIfe-rescue or maintenance vehicles on the airport in reasonable conformance to AC 15015370-2, Operational Safety on Airports During Construction. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 15015370-2. The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to cornmencing work that 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. 70-09 USE OF EXPLOSIVES. When the use of explosives is necessary for the prosecution of the work, the Contractor shall exercise the utmost care not to endanger life or property, including new work. The Contractor shall be responsible for all damage resulting from the use of explosives. GP-O-24 9/30/2009 AC 150/5370-IOE All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all such storage places shall be clearly marked. Where no local laws or ordinances apply, storage shall be provided satisfactory to the Engineer and, in general, not closer than 1,000 feet (300 m) from the work or from any building, road, or other place of human occupancy. The Contractor shall notify each property owner and public utility company having structures or facilities in proximity to the site of the work of hislher intention to use explosives. Such notice shall be given sufficiently in advance to enable them to take such steps as they may deem necessary to protect their property from injury. The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300 m) of the airport property. 70-10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The Contractor shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monuments and property markers until the Engineer has witnessed or otherwise referenced their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have been completed and accepted. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the nonexecution thereof by the Contractor, he shall restore, at hislher own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as may be directed, or he shall make good such damage or injury in an acceptable manner. 70-11 RESPONSffilLITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the Engineer and the Owner and their officers, and employees from all suits actions, or claims of any character brought because of any injuries or damage received or sustained by any person, persons, or property on account of the operations of the Contractor; or on account of or in consequence of any neglect in safeguarding the work; or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect, or misconduct of said Contractor; or because of any claims or amounts recovered from any infringements of patent, trademark, or copyright; or from any claims or amounts arising or recovered under the "Workmen's Compensation Act," or any other law, ordinance, order, or decree. Money due the Contractor under and by virtue of his/her contract as may be considered necessary by the Owner for such purpose may be retained for the use of the Owner or, in case no money is due, hislher surety may be held until such suit(s), action(s), or claim(s) for injuries or damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the Owner, except that money due the Contractor will not be withheld when the Contractor produces satisfactory evidence that he is adequately protected by public liability and property damage insurance. 70-12 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties executing the contract that it is not intended by any of the provisions of any part of the contract to create the public or any member thereof a third party beneficiary or to authorize anyone not a party to the contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of the contract. 70-13 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for the Contractor to complete portions of the contract work for the beneficial occupancy of the Owner prior to completion of the entire contract, such "phasing" of the work shall be specified herein and indicated on the plans. When so specified, the Contractor shall complete such portions of the work on or before the date specified or as otherwise specified. The Contractor shall make his/her own estimate of the difficulties involved in arranging hislher work to permit such beneficial occupancy by the Owner as described below: Phase or Description Required Date or Sequence of Owner's Beneficial Occupancy Work Shown on Plan Sheet GP-O-25 AC 150/5370-IOE 9/30/2009 See appendix A of ACI50/5370-2e, Operational Safety on Airports Dnring Construction. Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50. No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the work and shall not constitute either acceptance of the portion of the work so opened or a waiver of any provision of the contract. Any damage to the portion of the work so opened that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at hislber expense. The Contractor shall make hislber own estimate of the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the contract work. Contractor shall be required to conform to safety standards contained AC 150/5370-2, Operational Safety on Allports During Construction (See Special Provisions.) Contractor shall refer to the approved safety plan to identify barricade requirements and other safety requirements prior to opening up sections of work to traffic. 70-14 CONTRACTOR'S RESPONSffiILITY FOR WORK. Until the Engineer's final written acceptance of the entire completed work, excepting only those portions ofthe work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50, the Contractor shall have the charge and care thereof and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic phenomenon of nature, or acts of the public enemy or of government authorities. If the work is suspended for any cause whatever, the Contractor shall be responsible for the work and shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense. During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established planting, seedings, and soddings furnished under his/her contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury. 70-15 CONTRACTOR'S RESPONSffiILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS. As provided in the subsection titled RESTORATION OF SURF ACES DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the owner of any public or private utility service, FAA or NOAA, or a utility service of another government agency that may be authorized by the owner to construct, reconstruct or maintain such utility services or facilities during the progress of the work. In addition, the Contractor shall control his/her operations to prevent the unscheduled interruption of such utility services and facilities. To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the contract work, the approximate locations have been indicated on the plans and the owners are indicated as follows: Utility Service or Facility: Person to Contract : Owner's Emergency Contact: COLLIER COUNTY AIRPORT AUTHORITY Robert Tweedie - Airport Manager (239) 642-7878 GP-O-26 9/30/2009 AC 150/5370-IOE It is nnderstood and agreed that the Owner does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or encountered in the work. Any inaccuracy or omission in such information shall not relieve the Contractor of his/her responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the contract, notify the owners of all utility services or other facilities of his/her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided hereinbefore in this subsection and the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition to the general written notification hereinbefore provided, it shall be the responsibility of the Contractor to keep such individual owners advised of changes in hislher plan of operations that would affect such owners. Prior to commencing the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such owner of his/her plan of operation. If, in the Contractor!s opinion, the owner's assistance is needed to locate the utility service or facility or the presence of a representative of the owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later than two normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the Engineer. The Contractor's failure to give the two day's notice hereinabove provided shall be cause for the Owner to suspend the Contractor's operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use excavation methods acceptable to the Engineer within 3 feet (90 em) of such outside limits at such points as may be required to ensure protection from damage due to the Contractor's operations. Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he shall immediately notify the proper authority and the Engineer and shall take all reasonable measures to prevent further damage or interruption of service. The Contractor, in such events, shall cooperate with the utility service or facility owner and the Engineer continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/her operations whether or not due to negligence or accident. The Owner reserves the right to deduct such costs from any monies due or which may become due the Contractor, or his/her surety. 70-15.1 FAA FACILITIES AND CABLE RUNS. The Contractor is hereby advised that the construction limits of the project include existing facilities and buried cable runs that are owned, operated and maintained by the FAA. The Contractor, during the prosecution of the project work, shall comply with the following: a. The Contractor shall permit FAA maintenance personnel the right of access to the project work site for purposes of inspecting and maintaining all existing FAA owned facilities. b. The Contractor shall notify the above named FAA Airway Facilities Point-of-Contact seven (7) calendar days prior to commencement of construction activities in order to pennit sufficient time to locate and mark existing buried cables and to schedule any required facility outages. c. If prosecution of the project work requires a facility outage, the Contractor shall contact the above named FAA Point-of-Contact a minimum of 48 hours prior to the time of the required outage. GP-O-27 AC 150/5370-IOE 9/30/2009 d. If prosecution of the project work results in damages to existing FAA equipment or cables, the Contractor shall repair the damaged item in conformance with FAA Airway Facilities' standards to the satisfaction of the above named FAA Point-of-Contact. e. If the project work requires the cutting or splicing of FAA owned cables, the above named FAA Point-of- Contact shall be contacted a minimum of 48 hours prior to the time the cable work commences. The FAA reserves the right to have a FAA Airway Facilities representative on site to observe the splicing of the cables as a condition of acceptance. All cable splices are to be accomplished in accordance with FAA Airway Facilities' specifications and require approval by the above named FAA Point-of-Contact as a condition of acceptance by the Owner. The Contractor is hereby advised that FAA Airway Facilities restricts the location of where splices may be installed. If a cable splice is required in a location that is not permitted by FAA Airway Facilities, the Contractor shall furnish and install a sufficient length of new cable that eliminates the need for any splice. 70-16 FURNISHING RIGHTS-OF-WAY. The Owner will be responsible for furnishing all rights-of-way upon which the work is to be constructed in advance of the Contractor's operations. 70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the contract provisions or in exercising any power or authority granted to him by this contract, there shall be no liability upon the Engineer, hislher authorized representatives, or any officials of the Owner either personally or as an official of the Owner. It is understood that in such matters they act solely as agents and representatives of the Owner. 70-18 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the Owner will expeditiously make fmal inspection and notify the Contractor of final acceptance. Such final acceptance, however, shall not preclude or stop the Owner from correcting any measurement, estimate, or certificate made before or after completion of the work, nor shall the Owner be precluded or stopped from recovering from the Contractor or hislher surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill hislher obligations under the contract. A waiver on the part of the Owner of any breach of any part of the contract shall not be held to be a waiver of any other or subsequent breach. The Contractor, without prejudice to the terms of the contract, shall be liable to the Owner for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the owner's rights under any warranty or guaranty. 70-19 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all Federal, state, and local laws and regulations controlling pollution of the environment. He shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. 70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in this subsection, the Contractor is advised that the site of the work is not within any property, district, or site, and does not contain any building, structure, or object listed in the current National Register of Historic Places published by the United States Department of Interior. Should the Contractor encounter, during his/her operations, any building, part of a building, structure, or object that is incongruous with its surroundings, he shall immediately cease operations in that location and notify the Engineer. The Engineer will immediately investigate the Contractor's fmding and the Owner will direct the Contractor to either resume his/her operations or to suspend operations as directed. Should the Owner order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform extra work, such shall be covered by an appropriate contract modification (change order or supplemental agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate, the contract modification shall include an extension of contract time in accordance with the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. END OF SECTION 70 GP-O-28 9/30/2009 AC 150/5370-IOE SECTION 80 PROSECUTION AND PROGRESS 80-01 SUBLETTING OF CONTRACT. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times when work is in progress be represented either in person, by a qualified superintendent) or by other designated, qualified representative who is duly authorized to receive and execute orders of the Engineer. Should the Contractor elect to assign his/her contract, said assignment shall be concnrred in by the surety, shall be presented for the consideration and approval of the Owner, and shall be consummated only on the written approval of the Owner. In case of approval, the Contractor shall file copies of all subcontracts with the Engineer. The Contractor shall perform, with his organization, an amount of work equal to at least [ 25 ] percent of the total contract cost. 80-02 NOTICE TO PROCEED. The notice to proceed shall state the date on which it is expected the Contractor will begin the construction and from which date contract time will be charged. The Contractor shall begin the work to be performed under the contract within 10 days of the date set by the Engineer in the written notice to proceed, but in any event, the Contractor shall notify the Engineer at least 24 hours in advance of the time actual construction operations will begin. 80-03 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit his/her progress schedule for the Engineer's approval within 10 days after the effective date of the notice to proceed. The Contractor's progress schedule, when approved by the Engineer, may be used to establish major construction operations and to check on the progress of the work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the plans and specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the contract time and modify his/her operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the prosecution of the work be discontinued for any reason, the Contractor shall notify the Engineer at least 24 hours in advance of resuming operations. For AIP contracts, the Contractor shall not commence any actual construction prior to the date on which the notice to proceed is issued by the Owner. 80-04 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and the operations of his/her subcontractors and all 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 his/her operations within an A1R OPERATIONS AREA of the airport, the work shall be coordinated with airport operations (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 as provided in the subsection titled BARRlCADES, WARNING SIGNS, AND HAZARD MARKINGS of Section 70. When the contract work requires the Contractor to work within an AIR OPERATIONS AREA (AOA) of the airport on an intermittent basis (intermittent opening and closing of the A1R OPERATIONS AREA), the Contractor shall maintain constant communications as hereinafter specified; immediately obey all instructions to vacate the AIR OPERATIONS AREA; immediately obey all instructions to resume work in such A1R OPERATIONS AREA. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA until the satisfactory conditions are provided. Contractor shall be required to conform to safety standards contained in AC 150/5370-2, Operational Safety on Airports During Construction. GP-O-29 AC 150/5370-IOE 9/30/2009 80-04.1 OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION. All Contractors' operations shall be conducted in accordance witb the project safety plan and the provisions set forth within the current version of Advisory Circular 150/5370-2. The safety plan included within the contract documents conveys minimum requirements for operational safety on the airport during construction activities. The Contractor shall prepare and submit a plan that details how it proposes to comply with the requirements presented within the safety plan. The Contractor shall implement all necessary safety plan measures prior to commencement of any work activity. The Contractor shall conduct routine checks of the safety plan measures to assure compliance with the safety plan measures. The Contractor is responsible to the Owner for the conduct of all subcontractors it employs on the project. The Contractor shall assure that all subcontractors are made aware of the requirements of the safety plan and that they implement and maintain all necessary measures. No deviation or modifications may be made to the approved safety plan unless approved in writing by the Owner or Engineer. 80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting the work to full completion in the manner and time required by the contract, plans, and specifications. All workers shall have sufficient skill and experience to perform properly the work assigned to them. Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. Any person employed by the Contractor or by any subcontractor who violates any operational regulations and, in the opinion of the Engineer, does not perform his work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the Engineer, be removed forthwith by the Contractor or subcontractor employing such person, and shall not be employed again in any portion of the work without approval of the Engineer. Should the Contractor fail to remove such persons or person, or fail to furnish suitable and sufficient personnel for the proper prosecution of the work, the Engineer may suspend the work by written notice until compliance with such orders. All equipment that is proposed to be used on the work shall be of sufficient size and in such mechanical condition as to met requirements of the work and to produce a satisfactory quality of work. Equipment used on any portion of the work shall be such that no injury to previously completed work, adjacent property, or existing airport facilities will result from its use. When the methods and equipment to be used by the Contractor in accomplishing the work are not prescribed in the contract, the Contractor is free to use any methods or equipment that will accomplish the work in couformity with the requirements of the contract, plans, and specifications. When the contract specifies the use of certain methods and equipment, such methods and equipment shall be used unless others are authorized by the Engineer. If the Contractor desires to use a method or type of equipment other than specified in the contract, he may request authority from the Engineer to do so. The request shall be in writing and shall include a full description of the methods and equipment proposed and of the reasons for desiring to make the change. If approval is given, it will be on the condition that the Contractor will be fully responsible for producing work in conformity with contract requirements. If, after trial use of the substituted methods or equipment, the Engineer determines that the work produced does not meet contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The Contractor shall remove any deficient work and replace it with work of specified quality, or take such other corrective action as the Engineer may direct. No change will be made in basis of payment for the contract items involved nor in contract time as a result of authorizing a change in methods or equipment under this subsection. GP-O-30 9/30/2009 AC 150/5370-IOE 80-06 TEMPORARY SUSPENSION OF THE WORK. The Owner shall have the authority to suspend the work wholly, or in part, for such period or periods as he may deem necessary, due to unsuitahle weather, or such other conditions as are considered unfavorable for the prosecution of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any or all provisions of the contract. In the event that the Contractor is ordered by the Owner, in writing, to suspend work for some unforeseen cause Dot otherwise provided for in the contract and over which the Contractor has no control, the Contractor may he reimbursed for actual money expended on the work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the effective date of the Engineer's order to suspend work to the effective date of the Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer within the time period stated in the Engineer's order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. The Engineer will forward the Contractor's claim to the Owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made at the request of the Owner, or for any other delay provided for in the contract, plans, or specifications. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He shall take every precaution to prevent damage or deterioration of the work performed and provide for normal drainage of the work. The Contractor shall erect temporary structures where necessary to provide for traffic on, to, or from the airport. 80-07 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of calendar or working days allowed for completion of the work shall be stated in the proposal and contract and shall be known as the CONTRACT TIME. Should the contract time require extension for reasons beyond the Contractor!s control, it shall be adjusted as follows: a. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the Engineer. The Engineer will furnish the Contractor a copy of his/her weekly statement of the number of working days charged against the contract time during the week and the number of working days currently specified for completion of the contract (the original contract time plus the number of working days, if any, that have been included in approved CHANGE ORDERS or SUPPLEMENTAL AGREEMENTS covering EXTRA WORK). The Engineer shall base his/her weekly statement of contract time charged on the following considerations: (1) No time shall be charged for days on which the Contractor is unable to proceed with the principal item of work under construction at the time for at least 6 hours with the normal work force employed on such principal item. Should the normal work force be on a double-shift, 12 hours shall be used. Should the normal work force be on a triple-shift, 18 hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have been ordered by the Owner for reasons not the fault of the Contractor, shall not be charged against the contract time. (2) The Engineer will not make charges against the contract time prior to the effective date of the notice to proceed. (3) The Engineer will begin charges against the contract time on the first working day after the effective date of the notice to proceed. (4) The Engineer will not make charges against the contract time after the date of final acceptance as defmed in the subsection titled FINAL ACCEPTANCE of Section 50. GP-O-31 AC 150/5370-IOE 9/30/2009 (5) The Contractor will be allowed I week in which to file a written protest setting forth his/her objections to the Engineer's weekly statement. If no objection is filed within such specified time, the weekly statement shall be considered as acceptable to the Contractor. The contract time (stated in the proposal) is based on the originally estimated quanl1l1es as described in the subsection titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory completion of the contract require performance of work in greater quantities than those estimated in the proposal, the contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in contract time shall not consider either the cost of work or the extension of contract time that has been covered by change order or supplemental agreement and shall be made at the time of final payment. b. CONTRACT TIME based on CALENDAR DAYS shall consist of the number of calendar days stated in the contract counting from the effective date of the notice to proceed and including all Saturdays, Sundays, holidays, and nonwork days. All calendar days elapsing between the effective dates of the Owner's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. At the time of final payment, the contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in the contract time shall not consider either cost of work or the extension of contract time that has been covered by a change order or supplemental agreement. Charges against the contract time will cease as of the date of fmal acceptance. c. When the contract time is a specified completion date, it shall be the date on which all contract work shall be substantially completed. If the Contractor finds it impossible for reasons beyond his/her control to complete the work within the contract time as specified, or as extended in accordance with the provisions of this subsection, he may, at any time prior to the expiration of the contract time as extended, make a written request to the Engineer for an extension of time setting forth the reasons which he believes will justify the granting of his/her request. Requests for extension of time on calendar day projects, caused by inclement weather, shall be supported with National Weather Bureau data showing the actual amount of inclement weather exceeded which could normally be expected during the contract period. The Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the Engineer finds that the work was delayed because of conditions beyond the control and without the fault of the Contractor, he may extend the time for completion in such amount as the conditions justify. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion. 80-08 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as specified in the contract, that any work remains uncompleted after the contract time (including all extensions and adjustments as provided in the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of this Section) the sum specified in the contract and proposal as liquidated damages will be deducted from any money due or to become due the Contractor or his/her surety. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages including but not limited to additional engineering services that will be incurred by the Owner should the Contractor fail to complete the work in the time provided in his/her contract. SCHEDULE LIOUIDATED DAMAGES COST ALLOWED CONSTRUCTION TIME $1,145.10 per calendar day after 240 Calendar days Permil1ing the Contractor to continue and finish the work or any part of it after the time fixed for its completion, or after the date to which the time for completion may have been extended, will in no way operate as a wavier on the part of the Owner of any of its rights under the contract. GP-O-32 9/30/2009 AC 150/5370-IOE 80-09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in default of his/her contract and such default will be considered as cause for the Owner to terminate the contract for any of the following reasons if the Contractor: a. Fails to begin the work under the contract within the time specified in the "Notice to Proceed," or b. Fails to perform the work or fails to provide sufficient workers, equipment or materials to assure completion of work in accordance with the terms of the contract, or c. Performs the work unsuitably or neglects or refuses to remove materials or to perform anew such work as may be rejected as unacceptable and unsuitable, or d. Discontinues the prosecution of the work, or e. Fails to resume work which has been discontinued within a reasonable time after notice to do so, or f. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or g. Allows any fmal judgment to stand against him unsatisfied for a period of 10 days, or h. Makes an assignment for the benefit of creditors, or i. For any other cause whatsoever, fails to carry on the work in an acceptable manner. Should the Engineer consider the Contractor in default of the contract for any reason hereinbefore, he shall immediately give written notice to the Contractor and the Contractor's surety as to the reasons for considering the Contractor in default and the Owner's intentions to terminate the contract. If the Contractor or surety, within a period of 10 days after such notice, does not proceed in accordance therewith, then the Owner will, upon written notification from the Engineer of the facts of such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the contract, to take the prosecution of the work out of the hands of the Contractor. The Owner may appropriate or use any or all materials and equipment that have been mohilized for use in the work and are acceptable and may enter into an agreement for the completion of said contract according to the terms and provisions thereof, or use such other methods as in the opinion of the Engineer will be required for the completion of said contract in an acceptable manner. All costs and charges incurred by the Owner, together with the cost of completing the work under contract, will be deducted from any monies due or which may become due the Contractor. If such expense exceeds the sum which would have been payable under the contract, then the Contractor and the surety shall be liable and shall pay to the Owner the amount of such excess. 80-10 TERMINATION FOR NATIONAL EMERGENCIES. The Owner shall terminate the contract or portion thereof by written notice when the Contractor is prevented from proceeding with the construction contract as a direct result of an Executive Order of the President with respect to the prosecution of war or in the interest of national defense. When the contract, or any portion thereof, is terminated before completion of all items of work in the contract, payment will be made for the actual number of units or items of work completed at the contract price or as mutually agreed for items of work partially completed or not started. No claims or loss of anticipated profits shall be considered. Reimbursement for organization of the work, and other overhead expenses, (when not otherwise included in the contract) and moving equipment and materials to and from the job will be considered, the intent being that an equitable settlement will be made with the Contractor. GP-O-33 AC 150/5370-10E 9/30/2009 Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in the work shall, at the option of the Contractor, be purchased from the Contractor at actual cost as shown by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer. Termination of the contract or a portion thereof shall neither relieve the Contractor of his /her responsibilities for the completed work nor shall it relieve his/her surety of its obligation for and concerning any just claim arising out of the work performed. 80-11 WORK AREA, STORAGE AREA AND SEQUENCE OF OPERATIONS. The Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the airport. No operating runway, taxiway, or Air Operations Area (AOA) shall be crossed, entered, or obstructed while it is operational. The Contractor shall plan and coordinate his/her work in such a manner as to insure safety and a minimum of hindrance to flight operations. All Contractor equipment and material stockpiles shall be stored a minimum or [ ] feet from the centerline of an active runway. No equipment will be allowed to park within the approach area of an active runway at any time. No equipment shall be within [ ] feet of an active runway at any time. END OF SECTION 80 Intentionally Left Blank GP-O-34 9/30/2009 AC 150/5370-1 OE SECTION 90 MEASUREMENT AND PAYMENT 90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be measured by the Engineer, or his/her authorized representatives, using United States Customary Units of Measurement or the International System of Units. The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the contract will be those methods generally recognized as conforming to good engineering practice. Unless otherwise specified, longitudinal measurements for area computations will be made horizontally, and no deductions will be made for individual fixtures (or leave-outs) having an area of9 square feet (0.8 square meter) or less. Unless otherwise specified, transverse measurements for area computations will be the neat dimensions shown on the plans or ordered in writing by the Engineer. Structures will be measured according to neat lines shown on the plans or as altered to fit field conditions. Unless otherwise specified, all contract items which are measured by the linear foot such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or foundation upon which such items are placed. In computing volumes of excavation the average end area method or other acceptable methods will be used. The thickness of plates and galvanized sheet used in the manufacture of conugated metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of inches. The term "ton" will mean the short ton consisting of 2,000 pounds (907 kilograms) avoirdupois. All materials that are measured or proportioned by weights shall be weighed on accurate, approved scales by competent, qualified personnel at locations designed by the Engineer. If material is shipped by rail, the car weight may be accepted provided that only the actual weight of material is paid for. However, car weights will not be acceptable for material to be passed through mixing plants. Trucks used to haul material being paid for by weight shall be weighed empty daily at such times as the Engineer directs, and each truck shall bear a plainly legible identification mark. Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable to the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined. All vehicles shall be loaded to at least their water level capacity, and all loads shall be leveled when the vehicles arrive at the point of delivery. When requested by the Contractor and approved by the Engineer in writing, material specified to be measured by the cubic yard (cubic meter) may be weighed, and such weights will be converted to cubic yards (cubic meters) for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the Engineer and shall be agreed to by the Contractor before such method of measurement of pay quantities is used. Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When measured by volume, such volumes will be measured at 60 F (15 C) or will be corrected to the volume at 60 F (15 C) using ASTM D 1250 for asphalts or ASTM 0 633 for tars. Net certified scale weights or weights based on certified volumes in the case of rail shipments will be used as a basis of measurement, subject to correction when bituminous material has heen lost from the car or the distributor, wasted, or otherwise not incorporated in the work. When bituminous materials are shipped by truck or transport, net certified weights by volume, subject to correction for loss or foaming, may be used for computing quantities. GP-O-35 AC 150/5370-IOE 9/3012009 Cement will be measured by the ton (kilogram) or hundredweight (kilogram). Timber will be measured by the thousand feet board measure (M.F.RM.) actually incOJporated in the structure. Measurement will be based on nominal widths and thicknesses and the extreme length of each piece. The term "lump sum" when used as an item of payment will mean complete payment for the work described in the contract. When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit of measurement, the unit will be construed to include all necessary fittings and accessories. Rental of equipment will be measured by time in hours of actual working time and necessary traveling time of the equipment within the limits of the work. Special equipment ordered by the Engineer in connection with force account work will be measured as agreed in the change order or supplemental agreement authorizing such force account work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section. When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in cited specifications, manufacturing tolerances established by the industries involved will be accepted. Scales for weighing materials which are required to be proportioned or measured and paid for by weight shall be furnished, erected, and maintained by the Contractor, or be certified permanently installed commercial scales. Scales shall be accurate within one-half percent of the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the inspector before beginning work and at such other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked length of the beam or dial and shall not exceed one-tenth of I percent of the nominal rated capacity of the scale, but not less than I pound (454 grams). The use of spring balances will not be permitted. Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the inspector can safely and conveniently view them. Scale installations shall have available ten standard 50-pound (2.3 kilogram) weights for testing the weighing equipment or suitable weights and devices for other approved equipment. Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be installed and maintained with the platform level and rigid bulkheads at each end. Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all materials received subsequent to the last previous correct weighting-accuracy test will be reduced by the percentage of error in excess of one-half of I percent. In the event inspection reveals the scales have been "underweigbing" (indicating less than correct weight), they shall be adjusted, and no additional payment to the Contractor will be allowed for materials previously weighed and recorded. All costs in connection with furnishing, installing, certifying, testing, and maintaining scales; for furnishing check weights and scale house; and for all other items specified in this subsection, for the weighing of materials for proportioning or payment, shall be included in the uuit contract prices for the various items of the project. When the estimated quantities for a specific portion of the work are designated as the pay quantities in the contract, they shall be the final quantities for which payment for such specific portion of the work will be made, unless the dimensions of said portions of the work shown on the plans are revised by the Engineer. If revised dimensions GP-O-36 9/30/2009 AC 150/5370-IOE result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the authorized changes in the dimensions. 90-02 SCOPE OF PAYMENT. The Contractor sball receive and accept compensation provided for in the contract as full payment for furnishing all materials, for performing all work under the contract in a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising out of the nature of the work or the prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70. When the . 'basis of payment" subsection of a teclmical specification requires that the contract price (price bid) include compensation for certain work or material essential to the item, this same work or material will not also be measured for payment under any other contract item which may appear elsewhere in the contract, plans, or specifications. 90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far as contract items are concerned, payment at the original contract price for the accepted quantities of work actually completed and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly from such alterations or indirectly from hislber unbalanced allocation of overhead and profit among the contract items, or from any other cause. 90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titled OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work (order nonperformance) any contract item, except major contract items, in the best interest of the Owner. Should the Engineer omit or order nonperformance of a contract item or portion of such item from the work, the Contractor shall accept payment in full at the contract prices for any work actually completed and acceptable prior to the Engineer's order to omit or nonperform such contract item. Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the property of the Owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all actual costs incurred for the purpose of performing the omitted contract item prior to the date of the Engineer's order. Such additional costs incurred by the Contractor must be directly related to the deleted contract item and shall be supported by certified statements by the Contractor as to the nature the amount of such costs. 90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work, performed in accordance with the subsection titled EXTRA WORK of Section 40, will be paid for at the contract prices or agreed prices specified in the change order or supplemental agreement authorizing the extra work. When the change order or supplemental agreement authorizing the extra work requires that it be done by force account, such force account shall be measured and paid for based on expended labor, equipment, and materials plus a negotiated and agreed upon allowance for overhead and profit. a. Miscellaneous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. b. Comparison of Record. The Contractor and the Engineer shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor and the Engineer or their duly authorized representatives. c. Statement. No payment will be made for work performed on a force account basis until the Contractor has furnished the Engineer with duplicate itemized statements of the cost of such force account work detailed as follows: (1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. GP-O-37 AC l50/5370-IOE 9/30/2009 (2) Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment. (3) Quantities of materials, prices, and extensions. (4) Transportation of materials. (5) Cost of property damage, liability and workman's compensation insurance premiums, unemployment insurance contributions, and social security tax. Statements shall be accompanied and supported by a receipted invoice for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the Contractor shall furnish an affidavit certifYing that such materials were taken from hislher stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. 90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the work progresses. Said payments will be based upon estimates prepared by the Engineer of the value of the work performed and materials complete in place in accordance with the contract, plans, and specifications. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MA TERlALS ON HAND of this section. No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars. From the total of the amount determined to be payable on a partial payment, ] 0 percent of such total amount will be deducted and retained by the Owner until the final payment is made, except as may be provided (at the Contractor's option) in the subsection titled PAYMENT OF WITHHELD FUNDS of this section. The balance (90 percent) of the amount payable, less all previous payments, shall be certified for payment. Should the Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted. When not less than 95 percent of the work has been completed, the Engineer may, at the Owner's discretion and with the consent of the surety, prepare an estimate from which will be retained an amount not less than twice the contract value or estimated cost, whichever is greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the Contractor. It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved change orders or supplemental agreements, except when such excess quantities have been determined by the Engineer to be a part of the fmal quantity for the item of work in question. No partial payment shall bind the Owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section. 90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the work, provided that such materials meet the requirements of the contract, plans, and specifications and are delivered to acceptable sites on the airport property or at other sites in the vicinity that are acceptable to the Owner. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following conditions are met: a. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an approved site. GP-O-38 9/30/2009 AC 150/5370-IOE b. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. c. The Contractor has furnished the Engineer with satisfactory evidence that the material and transportation costs have been paid. d. The Contractor has furnished the Owner legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. e. The Contractor has furnished the Owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at anytime prior to use in the work. It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his/her responsibility for furnishing and placing such materials in accordance with the requirements of the contract, plans, and specifications. In no case will the amount of partial payments for materials on hand exceed the contract price for such materials or the contract price for the contract item in which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. 90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may request that the Owner accept (in lieu of the 10 percent retainage on partial payments described in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's deposits in escrow under the following conditions. a. The Contractor shall bear all expenses of establishing and maintaining an escrow account and escrow agreement acceptable to the Owner. b. The Contractor shall deposit to and maintain in such escrow only those securities or bank certificates of deposit as are acceptable to the Owner and having a value not less than the 10 percent retainage that would otherwise be withheld from partial payment. c. The Contractor shall enter into an escrow agreement satisfactory to the Owner. d. The Contractor shall obtain the written consent of the surety to such agreement. 90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been accepted in accordance with the requirements of the subsection titled FINAL ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Engineer's final estimate or advise the Engineer of his/her objections to the final estimate which are based on disputes in measurements or computations of the final quantities to be paid under the contract as amended by change order or supplemental agreement. The Contractor and the Engineer shall resolve all disputes (if any) in the measurement and computation of final quantities to be paid within 30 calendar days of the Contractor's receipt of the Engineer's final estimate. If, after such 30-day period, a dispute still exists, the Contractor may approve the Engineer's estimate under protest of the quantities in dispute, and such disputed quantities shall be considered by the Owner as a claim in accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. After the Contractor has approved, or approved under protest, the Engineer's final estimate, final payment will be processed based on the entire sum, or the undisputed sum in case of approval under protest, determined to be due the Contractor less all previous payments and all amounts to be deducted under the provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. GP-O-39 AC 150/5370-IOE 9/30/2009 If the Contractor has filed a claim for additional compensation under the provisions of the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this subsection, such claims will be considered by the Owner in accordance with local laws or ordinances. Upon final adjudication of such claims, any additional payment determined to be due the Contractor will be paid pursuant to a supplemental final estimate. END OF SECTION 90 GP-O-40 9/30/2009 AC l50/5370-IOE SECTION 100 CONTRACTOR QUALITY CONTROL PROGRAM 100-01 GENERAL. Should the Grantor agency require a Contractor Quality Control Program, the Contractor shall establish, provide, and maintain an effective Quality Control Program that details the methods and procedures that will be taken to assure that all materials and completed construction required by this contract conform to contract plans, technical specifications and other requirements, whether manufactured by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and certain minimum requirements are specified herein and elsewhere in the contract technical specifications, the Contractor shall assume full responsibility for accomplishing the stated purpose. The intent of this section is to enable the Contractor to establish a necessary level of control that will: a. Adequately provide for the production of acceptable quality materials. b. Provide sufficient information to assure both the Contractor and the Engineer that the specification requirements can be met. c. Allow the Contractor as much latitude as possible to develop his or her own standard of control. The Contractor shall be prepared to discuss and present, at the preconstruction conference, hislber understanding of the quality control requirements. The Contractor shall not begin any construction or production of materials to be incOIporated into the completed work until the Quality Control Program has been reviewed by the Engineer. No partial payment will be made for materials subject to specific quality control requirements until the Quality Control Program has been reviewed. The quality control requirements contained in this section and elsewhere in the contract technical specifications are in addition to and separate from the acceptance testing requirements. Acceptance testing requirements are the responsibility of the Engineer. 100-02 DESCRIPTION OF PROGRAM. a. General Description. The Contractor shall establish a Quality Control Program to perform inspection and testing of all items of work required by the technical specifications, including those performed by subcontractors. This Quality Control Program shall ensure conformance to applicable specifications and plans with respect to materials, workmanship, construction, finish, and functional performance. The Quality Control Program shall be effective for control of all construction work performed under this Contract and shall specifically include surveillance and tests required by the technical specifications, in addition to other requirements of this section and any other activities deemed necessary by the Contractor to establish an effective level of quality control. b. Quality Control Program. The Contractor shall describe the Quality Control Program in a written document that shall be reviewed by the Engineer prior to the start of any production, construction, or off-site fabrication. The written Quality Control Program shall be submitted to the Engineer for review at least I 5 ] calendar days before the [ start of work J. The Quality Control Program shall be organized to address, as a minimum, the following items: a. Quality control organization; b. Project progress schedule; c. Submittals schedule; d. Inspection requirements; GP-O-4l AC 150/5370-IOE 9/30/2009 e. Quality control testing plan; f. Documentation of quality control activities; and g. Requirements for corrective action when quality control and/or acceptance criteria are not met. The Contractor is encouraged to add any additional elements to the Quality Control Program that he/she deems necessary to adequately control all production and/or construction processes required by this contract. 100-03 QUALITY CONTROL ORGANIZATION. The Contractor Quality Control Program shall be implemented by the establishment of a separate quality control organization. An organizational chart shall be developed to show all quality control personnel and how these personnel integrate with other management/production and construction functions and personnel. The organizational chart shall identify all quality control staff by name and function, and shall indicate the total staff required to implement all elements of the Quality Control Program, including inspection and testing for each item of work. If necessary, different technicians can be utilized for specific inspection and testing functions for different items of work. If an outside organization or independent testing laboratory is used for implementation of all or part of the Quality Control Program, the personnel assigned shall be subject to the qualification requirements of paragraph 100-03a and 100-03b. The organizational chart shall indicate which personnel are Contractor employees and which are provided by an outside organization. The quality control organization shall consist of the following minimum personnel: a. Program Administrator. The Program Administrator shall be a full-time employee of the Contractor, or a consultant engaged by the Contractor. The Program Administrator shall have a minimum of 5 years of experience in airport and/or highway construction and shall have had prior quality control experience on a project of comparable size and scope as the contract. Additional qualifications for the Program Administrator shall include at least I of the following requirements: (1) Professional engineer with I year of airport paving experience acceptable to the Engineer. (2) Engineer-in-training with 2 years of airport paving experience acceptable to the Engineer. (3) An individual with 3 years of highway and/or airport paving experience acceptable to the Engineer, with a Bachelor of Science Degree in Civil Engineering, Civil Engineering Technology or Construction. (4) Construction materials technician certified at Level III by the National Institute for Certification in Engineering Technologies (NICET). (5) Highway materials technician certified at Level III by NICET. (6) Highway construction technician certified at Level III by NICET. (7) A NICET certified engineering technician in Civil Engineering Technology with 5 years of highway and/or airport paving experience acceptable to the Engineer. The Program Administrator shall have full authority to institute any and all actions necessary for the successful implementation of the Quality Control Program to ensure compliance with the contract plans and technical specifications. The Program Administrator shall report directly to a responsible officer of the construction ftnn. The Program Administrator may supervise the Quality Control Program on more than one project provided that person can be at the job site within 2 hours after being notified of a problem. b. Quality Control Technicians. A sufficient number of quality control technicians necessary to adequately implement the Quality Control Program shall be provided. These personnel shall be either engineers, engineering GP-O-42 9/30/2009 AC 150/5370-IOE technicians, or experienced craftsman with qnalifications in the appropriate field equivalent to NICET Level II or higher construction materials technician or highway construction technician and shall have a minimum of 2 years of experience in their area of expertise. The quality control technicians shall report directly to the Program Administrator and shall perform the following functions : (1) Inspection of all materials, construction, plant, and equipment for conformance to the technical specifications, and as required by Section 100-06. (2) Performance of all quality control tests as required by the technical specifications and Section 100-07. Certification at an equivalent level, by a state or nationally recognized organization will be acceptable in lieu of NICET certification. c. Staffing Levels. The Contractor shall provide sufficient qualified quality control personnel to monitor each work activity at all times. Where material is being produced in a plant for incOlporation into the work, separate plant and field technicians shall be provided at each plant and field placement location. The scheduling and coordinating of all inspection and testing must match the type and pace of work activity. The Quality Control Program shall state where different technicians will be required for different work elements. 100-04 PROJECT PROGRESS SCHEDULE. The Contractor shall submit a coordinated construction schedule for all work activities. The schedule shall be prepared as a network diagram in Critical Path Method (CPM), PERT, or other format, or as otherwise specified in the contract. As a minimum, it shall provide information on the sequence of work activities, milestone dates, and activity duration. The Contractor shall maintain the work schedule and provide an update and analysis of the progress schedule on a twice monthly basis, or as otherwise specified in the contract. Submission of the work schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and coordinating all work to comply with the requirements of the contract. toO-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all submittals (e.g., mix designs, material certifications) and shop drawings required by the technical specifications. The listing can be developed in a spreadsheet format and shall include: a. Specification item number; b. Item description; c. Description of submittal; d. Specification paragraph requiring submittal; and e. Scheduled date of submittal. 100-06 INSPECTION REQUIREMENTS. Quality control inspection functions shall be organized to provide inspections for all defmable features of work, as detailed below. All inspections shall be documented by the Contractor as specified by Section 100-07. Inspections shall be performed daily to ensure continuing compliance with contract requirements until completion of the particular feature of work. These shall include the following minimum requirements: a. During plant operation for material production, quality control test results and periodic inspections shall be utilized to ensure the quality of aggregates and other mix components, and to adjust and control mix proportioning to meet the approved mix design and other requirements of the technical specifications. All equipment utilized in proportioning and mixing shall be inspected to ensure its proper operating condition. The Quality Control Program shall detail how these and other quality control functions will be accomplished and utilized. b. During field operations, quality control test results and periodic inspections shall be utilized to ensure the quality of all materials and workmanship. All equipment utilized in placing, fInishing, and compacting shall be GP-O-43 AC 150/5370-IOE 9/30/2009 inspected to ensure its proper operating condition and to ensure that all such operations are in conformance to the teclmical specifications and are within the plan dimensions, lines, grades, and tolerances specified. The Program shall document how these and other quality control functions will be accomplished and utilized. 100-07 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control Program, the Contractor shall implement a quality control testing plan, as required by the technical specifications. The testing plan shall include the minimum tests and test frequencies required by each technical specification Item, as well as any additional quality control tests that the Contractor deems necessary to adequately control production and/or construction processes. The testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the following: a. Specification item number (e.g., P-40l); b. Item description (e.g., Plant Mix Bituminous Pavements); c. Test type (e.g., gradation, grade, asphalt content); d. Test standard (e.g., ASTM or AASHTO test number, as applicable); e. Test frequency (e.g., as required by technical specifications or minimum frequency when requirements are not stated); f. Responsibility (e.g., plant technician); and g. Control requirements (e.g., target, permissible deviations). The testing plan shall contain a statistically-based procedure of random sampling for acquiring test samples in accordance with ASTM 0 3665. The Engineer shall be provided the opportunity to witness quality control sampling and testing. All quality control test results shall be documented by the Contractor as required by Section 100-08. 100-08 DOCUMENTATION. The Contractor shall maintain current quality control records of all inspections and tests performed. These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken. These records must cover both confonning and defective or deficient features, and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records shall be furnished to the Engineer daily. The records shall cover all work placed subsequent to the previously furnished records and shall be verified and signed by the Contractor's Program Administrator. Specific Contractor quality control records required for the contract shall include, but are not necessarily limited to, the following records: a. Daily Inspection Reports. Each Contractor quality control technician shall maintain a daily log of all inspections performed for both Contractor and subcontractor operations on a form acceptable to the Engineer. These technician's daily reports shall provide factual evidence that continuous quality control inspections have been performed and shall, as a minimum, include the following: (1) Technical specification item number and description; (2) Compliance with approved submittals; (3) Proper storage of materials and equipment; (4) Proper operation of all equipment; (5) Adherence to plans and technical specifications; (6) Review of quality control tests; and (7) Safety inspection. The daily inspection reports shall identify inspections conducted, results of inspections, location and nature of defects found, causes for rejection, and remedial or corrective actions taken or proposed. GP-O-44 9/30/2009 AC 150/5370-IOE The daily inspection reports shall be signed by the responsible quality control technician and the Program Administrator. The Engineer shall be provided at least one copy of each daily inspection report on the work day following the day of record. b. Daily Test Reports. The Contractor shall be responsible for establisbing a system that will record all quality control test result._ Daily test reports shall document the following information: (1) Technical specification item number and description; (2) Test designation; (3) Location; (4) Date oftest; (5) Control requirements; (6) Test results; (7) Causes for rejection; (8) Recommended remedial actions; and (9) Retests. Test results from each day's work period shall be submitted to the Engineer prior to the start of the next day's work period. When required by the technical specifications, the Contractor shall maintain statistical quality control charts. The daily test reports shall be signed by the responsible quality control technician and the Program Administrator. 100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall indicate the appropriate action to be taken when a process is deemed, or believed, to be out of control (out of tolerance) and detail what action will be taken to bring the process into control. The requirements for corrective action shall include both general requirements for operation of the Quality Control Program as a whole, and for individual items of work contained in the technical specifications. The Quality Control Program shall detail how the results of quality control inspections and tests will be used for determining the need for corrective action and shall contain clear sets of rules to gauge when a process is out of control and the type of correction to be taken to regain process control. When applicable or required by the technical specifications, the Contractor shall establish and utilize statistical quality control charts for individual quality control tests. The requirements for corrective action shall be linked to the control charts. 100-10 SURVEll..LANCE BY THE ENGINEER. All items of material and equipment shall be subject to surveillance by the Engineer at the point of production, manufacture or sbipment to determine if the Contractor, producer, manufacturer or sbipper maintains an adequate quality control system in conformance with the requirements detailed herein and the applicable technical specifications and plans. In addition, all items of materials, equipment and work in place shall be subject to surveillance by the Engineer at the site for the same purpose. Surveillance by the Engineer does not relieve the Contractor of perfonning quality control inspections of either on-site or off-site Contractor's or subcontractor's work. 100-11 NONCOMPLIANCE. a. The Engineer will notify the Contractor of any noncompliance with any of the foregoing requirements. The Contractor shall, after receipt of such notice, immediately take corrective action. Any notice, when delivered by the Engineer or hislhcr authorized representative to the Contractor or hislher authorized representative at the site of the work, shall be considered sufficient notice. b. In cases where quality control activities do not comply with either the Contractor Quality Control Program or the contract provisions, or where the Contractor fails to properly operate and maintain an effective Quality Control Program, as detennined by the Engineer, the Engineer may: GP-O-45 AC 150/5370-IOE 9/30/2009 (1) Order the Contractor to replace ineffective or unqualified quality control personnel or subcontractors. (2) Order the Contractor to stop operations until appropriate corrective actions are taken. END OF SECTION 100 GP-O-46 9/30/2009 AC 15015370-IOE SECTION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWL) 110-01 GENERAL. When the specifications provide for acceptance of material based on the method of estimating percentage of material within specification limits (PWL), the PWL will be determined in accordance with this section. All test resnlts for a lot will be analyzed statistically to determine the total estimated percent of the lot that is within specification limits. The PWL is computed using the sample average (X) and sample standard deviation (Sn) of the specified number (n) of sublots for the lot and the specification tolerance limits, L for lower and U for upper, for the particnlar acceptance parameter. From these valnes, the respective Quality indexes), QL for Lower Quality Index and/or Qu for Upper Quality Index, is computed and the PWL for the lot for the specified n is determined from Table 1. All specification limits specified in the technical sections shall be absolute values. Test results nsed in the calculations shall be to the significant figure given in the test procedure. There is some degree of uncertainty (risk) in the measurement for acceptance because only a small fraction of production material (the population) is sampled and tested. This uncertainty exists because all portions of the production material have the same probability to be randomly sampled. The Contractor's risk is the probability that material produced at the acceptable quality level is rejected or subjected to a pay adjustment. The Owner's risk is the probability that material produced at the rejectable quality level is accepted. IT IS THE INTENT OF THIS SECTION TO INFORM TIlE CONTRACTOR THAT, IN ORDER TO CONSISTENTLY OFFSET THE CONTRACTOR'S RlSK FOR MATERIAL EVALUATED, PRODUCTION QUALITY (USING POPULATION AVERAGE AND POPULATION STANDARD DEVIATION) MUST BE MAINTAINED AT THE ACCEPTABLE QUALITY SPECIFIED OR HIGHER. IN ALL CASES, IT IS THE RESPONSIBILITY OF TIlE CONTRACTOR TO PRODUCE AT QUALITY LEVELS THAT WILL MEET TIlE SPECIFIED ACCEPTANCE CRlTERlA WHEN SAMPLED AND TESTED AT THE FREQUENCIES SPECIFIED. 110-02 METHOD FOR COMPUTING PWL. The computational sequence for computing PWL is as follows: a. Divide the lot into n sublots in accordance witb the acceptance requirements of the specification. b. Locate the random sampling position within the sub lot in accordance with the requirements of the specification. c. Make a measurement at each location, or take a test portion and make the measurement on the test portion in accordance with the testing requirements of the specification. d. Find the sample average (X) for all sublot values within the lot by using tbe following formula: x ~ (x, + x, + x, + . . .xn) 1 n Where: X ~ Sample average of all sublot values within a lot x" x, = Individual sublot values n ~ Number of sub lots e. Find the sample standard deviation (Sn) by use of the following formula: Sn ~ [(d,' + d,' + d,2 + . . .<I,,')/(n_I)]'12 Where: Sn ~ Sample standard deviation of the number of sublot values in the set dIo d2, = Deviations of the individual sublat values x\, X2, ... from the average value X that is: d, = (x, - X), d, = (x, - X) ... <I" ~ (xn - X) n = Number of sub lots f. For single sided specification limits (i.e., L only), compute the Lower Quality Index QL by use of the following formula: GP-0-47 AC ]50/5370-]OE 9/30/2009 QL ~ (X - L) / So Where: L = specification lower tolerance limit Estimate the percentage of material within limits (PWL) by entering Table I with QL, using the column appropriate to the total number (n) of measurements. ]f the value of QL falls between values shown on the table, use the next higher value ofPWL. g. For double-sided specification limits (i.e. Land U), compute the Quality Indexes QL and Qu by use of the following formulas: QL ~ (X - L) / Sn and Qu ~ (U - X) / Sn Where: L and U ~ specification lower and upper tolerance limits Estimate the percentage of material between the lower (L) and upper (U) tolerance limits (PWL) by entering Table ] separately with QL and Qu, using the column appropriate to the total number (n) of measurements, and determining the percent of material above PL and percent of material below Pu for each tolerance limit. If the values of QL fall between values shown on the table, use the next higher value of PL or Pu. Determine the PWL by use of the following formula: PWL ~ (Pu + Pc) - 100 Where: PL = percent within lower specification limit Pu ~ percent within upper specification limit EXAMPLE OF PWL CALCULATION Project: Example Project Test Item: Item P-40] , Lot A. A. PWL Determination for Mat Density. 1. Density of four random cores taken from Lot A. A-] 96.60 A-2 97.55 A-3 99.30 A-4 98.35 n~4 2. Calculate average density for the lot. X ~ (x] + x2 + x3 + . . .xn) / n X ~ (96.60 + 97.55 + 99.30 + 98.35) / 4 X ~ 97.95 percent density 3. Calculate the standard deviation for the lot. Sn ~ [((96.60 - 97.95)2 + (97.55 - 97.95)2 +(99.30 _97.95)2 + (98.35 -97.95)2)) / (4 _ ])]112 Sn ~ [(1.82 + 0.16 + 1.82 + 0.]6) / 3]112 Sn ~ 1.15 4. Calculate the Lower Quality Index QL for the lot. (L~96.3) GP-O-48 9/30/2009 AC 15015370-IOE QL ~ (X -L) 1 Sn QL ~ (97.95 - 96.30) 11.15 QL ~ 1.4348 5. Determine PWL by entering Table I with QL~ 1.44 and n~ 4. PWL ~ 98 B. PWL Determination for Air Voids. 1. Air Voids off our random samples taken from Lot A. A-I 5.00 A-2 3.74 A-3 2.30 A-4 3.25 2. Calculate the average air voids for the lot. X ~ (xl + x + x3 . . .n) 1 n X ~ (5.00 + 3.74 + 2.30 + 3.25) 1 4 X ~ 3.57 percent 3. Calculate the standard deviation Sn for the lot. Sn ~ [((3.57 - 5.00)' + (3.57 - 3.74)' + (3.57 - 2.30)' + (3.57 -3.25)') 1 (4 - J)t' Sn ~ [(2.04 + 0.03 + 1.62 + 0.10) 1 3]112 Sn~ 1.12 4. Calculate the Lower Quality Index QL for the lot. (L~ 2.0) QL ~ (X - L) 1 Sn QL ~ (3.57 - 2.00) 1 1.12 QL ~ 1.3992 5. Determine PL by entering Table I with QL ~ 1.41 and n ~ 4. PL ~ 97 6. Calculate the Upper Quality Index Qu for the lot. (U~ 5.0) Qu~(U-X)/Sn Qu ~ (5.00 - 3.57) 11.12 Qu ~ 1.2702 7. Determine Pu by entering Table I with Qu ~ 1.29 and n ~ 4. Pu ~ 93 GP-O-49 AC 150/5370-IOE 9/30/2009 8. Calculate Air Voids PWL PWL ~ (PL + Pu) - 100 PWL~ (97 + 93) - 100 ~ 90 EXAMPLE OF OUTLIER CALCULATION (Reference ASTM E 178) Project: Example Project Test Item: Item P-40 I, Lot A. A. Outlier Determiuation for Mat Density. 1. Density of four random cores taken from Lot A. arranged in descending order. A-3 99.30 A-4 98.35 A-2 97.55 A-I 96.60 2. Use n=4 and upper 5 percent significance level of to find the critical value for test criterion = 1.463. 3. Use average density, standard deviation, and test criterion value to evaluate density measurements. 8. For measurements greater than the average: If: (measurement - average)/(staudard deviation) is less than test criterion, Then: the measurement is not considered an outlier for A-3 Check if( 99.30 - 97.95) 11.15 greater than 1.463 1.174 is less than 1.463, the value is not an outlier b. For measurements less than the average: If (average - measurement)/(standard deviation) is less than test criterion, the measurement is not considered an outlier for A-I Check if ( 97.95 - 96.60 ) 11.15 greater than 1.463 1.0 is less than 1.463, the value is not an outlier NOTE: In this example, a measurement would be considered an outlier if the density was: greater than (97.95+ 1.463x1.l5) = 99.63 percent or, less than (97.95-1.463xI.l5) ~ 96.27 percent GP-O-50 9/30/2009 AC 150/5370-10E TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL) Percent Within Positive Values ofQ (QL and Qu) Limits n~3 n~4 n~5 n~6 n~7 n~8 n~9 n~1O (PL and Pu) - 99 1.1541 1.4700 1.6714 1.8008 J .8888 1.9520 1.9994 2.0362 98 1.1524 1.4400 1.6016 1.6982 1.7612 1.8053 1.8379 1.8630 97 1.1496 1.4100 1.5427 1.6181 1.6661 1.6993 1.7235 1.7420 96 1.1456 1.3800 1.4897 1.5497 1.5871 1.6127 1.6313 1.6454 95 1.1405 1.3500 1.4407 1.4887 L5181 L538] 1.5525 L5635 94 1.1342 1.3200 1.3946 1.4329 1.4561 1.4717 1.4829 1.4914 93 1.1269 1.2900 1.3508 1.3810 1.3991 1.4112 1.4199 1.4265 92 1.1 ] 84 1.2600 1.3088 1.3323 1.3461 1.3554 1.3620 1.3670 91 1.1089 1.2300 1.2683 1.2860 1.2964 1.3032 1.3081 1.3118 90 1.0982 1.2000 1.2290 1.24]9 1.2492 1.2541 1.2576 1.2602 89 1.0864 1.1700 1.1909 1.1995 1.2043 1.2075 1.2098 1.2115 88 1.0736 1.1400 1.1537 1.1587 1.1613 1.1630 1.1643 1.1653 87 1.0597 1.1]00 1.1173 1.1192 1.1199 1.1204 1.1208 1.1212 86 1.0448 1.0800 1.0817 1.0808 1.0800 1.0794 1.0791 1.0789 85 1.0288 1.0500 1.0467 1.0435 1.0413 1.0399 1.0389 1.0382 84 1.0J19 1.0200 1.0124 1.0071 1.0037 1.0015 1.0000 0.9990 83 0.9939 0.9900 0.9785 0.97]5 0.9671 0.9643 0.9624 0.9610 82 0.9749 0.9600 0.9452 0.9367 0.9315 0.9281 0.9258 0.9241 8] 0.9550 0.9300 0.9123 0.9025 0.8966 0.8928 0.8901 0.8882 80 0.9342 0.9000 0.8799 0.8690 0.8625 0.8583 0.8554 0.8533 79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245 0.8214 0.8192 78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915 0.7882 0.7858 77 0.8662 0.8100 0.7846 0.7716 0.7640 0.7590 0.7556 0.7531 76 0.8417 0.7800 0.7535 0.740] 0.7322 0.727] 0.7236 0.7211 75 0.8165 0.7500 0.7226 0.7089 0.7009 0.6958 0.6922 0.6896 74 0.7904 0.7200 0.6921 0.6781 0.6701 0.6649 0.6613 0.6587 73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344 0.6308 0.6282 72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044 0.6008 0.5982 71 0.7077 0.6300 0.6016 0.5878 0.5798 0.5747 0.5712 0.5686 70 0.6787__ _0.6000 0.5719 0.5582 0.5504 0.5454 I 0.5419 0.5394 69 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164 i 0.5130 0.5105 68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877 I 0.4844 0.4820 67 0.5878 0.5100 0.4836 0.4710 0.4638 0.4592 0.4560 0.4537 66 0.5563 0.4800 0.4545 0.4424 0.4355 I 0.4310 0.4280 0.4257 65 0.5242 0.4500 0.4255 0.4139 0.4073 0.4030 0.4001 0.3980 64 0.4916 0.4200 0.3967 0.3856 0.3793 . 0.3753 0.3725 0.3705 63 0.4586 0.3900 0.3679 0.3575 0.35]5 0.3477 0.3451 0.3432 62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203 i 0.3179 0.3161 i 6] 0.39] 1 0.3300 0.3107 0.30]6 0.2964 0.293] , 0.2908 0.2892 i 60 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660 0.2639 0.2624 59 0.3222 0.2700 0.2537 i 0.246] 0.2418 0.2391 0.2372 0.2358 58 0.2872 0.2400 0.2254 0.2186 0.2147 0.2122 0.2105 0.2093 57 0.25]9 0.2100 0.1971 0.1911 0.1877 0.1855 0.1840 0.1829 56 0.2164 0.]800 0.1688 0.1636 0.]607 0.]588 0.1575 0.1566 55 0.]806 0.]500 0.1406 , 0.1363 0.1338 0.1322 0.1312 0.1304 , 54 0.]447 0.]200 0.1125 0.1090 0.1070 0.1057 0.1049 0.1042 53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0793 0.0786 0.0781 52 0.0725 0.0600 0.0562 0.0544 0.0534 0.0528 0.0524 0.0521 5] 0.0363 0.0300 0.0281 0.0272 0.0267 0.0264 j 0.0262 0.0260 50 0.0000 0.0000 0.0000 0.0000 ' 0.0000 0.0000 0.0000 0.0000 GP-G-5] AC 150/5370-IOE 9/30/2009 TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL) Percent Within Negative Values ofQ (QL and Qul Limits n-3 n-4 n-5 n-6 n-7 n-8 n-9 n-IO (PL and Pu) 49 -0.0363 -0.0300 -0.0281 -0.0272 -0.0267 -0.0264 -0.0262 -0.0260 48 -0.0725 -0.0600 -0.0562 -0.0544 -0.0534 -0.0528 -0.0524 -0.0521 47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0793 -0.0786 -0.0781 46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057 -0.1049 -0.1042 45 -0.1806 -0.1500 -0.1406 -0.1363 -0.1338 -0.1322 -0.1312 -0.1304 44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1588 -0.1575 -0.1566 43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855 -0.1840 -0.1829 42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122 -0.2105 -0.2093 41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391 -0.2372 -0.2358 40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660 -0.2639 -0.2624 39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931 -0.2908 -0.2892 38 -0.4251 -0.3 600 -0.3392 -0.3295 -0.3239 -0.3203 -0.3179 -0.3161 37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477 -0.3451 -0.3432 36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753 -0.3725 -0.3705 35 -0.5242 -0.4 500 -0.4255 -0.4139 -0.4073 -0.4030 -0.400 I -0.3980 34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4355 -0.4310 -0.4280 -0.4257 33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592 -0.4560 -0.4537 32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877 -0.4844 -0.4820 31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164 -0.5130 -0.5105 30 -0.6787 -0.6000 -0.5719 -0.5582 -0.5504 -0.5454 -0.5419 -0.5394 29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747 -0.5712 -0.5686 28 -0.7360 -0.6600 -0.6316 -0.6176 -0.6095 -0.6044 -0.6008 -0.5982 27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344 -0.6308 -0.6282 26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649 -0.6613 -0.6587 25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958 -0.6922 -0.6896 24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271 -0.7236 -0.7211 23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590 -0.7556 -0.7531 22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915 -0.7882 -0.7858 21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245 -0.8214 -0.8192 20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583 -0.8554 -0.8533 19 -0.9550 -0.9300 -0.9123 -0.9025 -0.8966 -0.8928 -0.8901 -0.8882 18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9315 -0.9281 -0.9258 -0.9241 17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9671 -0.9643 -0.9624 -0.9610 16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015 -1.0000 -0.9990 15 -1.0288 -1.0500 -1.0467 -1.0435 -1.0413 -1.0399 -1.0389 -1.0382 14 -1.0448 -1.0800 -1.0817 -1.0808 -1.0800 -1.0794 -1.0791 -1.0789 13 -1.0597 -1.1 100 -1.1173 -1.1192 -1.1199 -1.1204 -1.1208 -1.1212 12 -1.0736 -1.1400 -1.1537 -1.1587 -1.1613 -1.1630 -1.1643 -1.1653 11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075 -1.2098 -1.2115 10 -1.0982 -1.2000 -1.2290 -1.2419 -1.2492 -1.2541 -1.2576 -1.2602 9 -1.1089 -1.2300 -1.2683 -1.2860 -1.2964 -1.3032 -1.3081 -1.3118 8 -1.1184 -1.2600 -1.3088 -1.3323 -1.3461 -1.3554 -1.3620 -1.3670 7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1.4112 -1.4199 -1.4265 6 -1.1342 -1.3200 -1.3946 -1.4329 -1.4561 -1.4717 -1.4829 -1.4914 5 -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381 -1.5525 -1.5635 4 -1.1456 -1.3800 -1.4897 -1.5497 -1.5871 -1.6127 -1.6313 -1.6454 3 -1.1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993 -1.7235 -1.7420 2 -1.1524 -1.4400 -1.6016 -1.6982 -1.7612 -1.8053 -1.8379 -1.8630 I -1.1541 -1.4700 -1.6714 -1.8008 -1.8888 -1.9520 -1.9994 -2.0362 END OF SECTION 110 GP-O-52 9/30/2009 AC 150/5370-IOE SECTION 120 NUCLEAR GAGES 120-01 TESTING. When the specifications provide for nuclear gage acceptance testing of material for Items P- 152. P-154, P-208, and P-209, the testing shall be performed in accordance with this section. At each sampling location, the field density shall be determined in accordance with ASTM D 2922 using the Direct Transmission Method. The nuclear gage shall be calibrated in accordance with Annex AI. Calibration and operation of the gage shall be in accordance with the requirements of the manufacturer. The operator of the nuclear gage must show evidence of training and experience in the use of the instrument. The gage shall be standardized daily in accordance with ASTM D 2922, paragraph 8. Use of ASTM D 2922 results in a wet unit weight, and when using this method, ASTM D 3017 shall be used to determine the moisture content of the material. The moisture gage shall be standardized daily in accordance with ASTM D 3017, paragraph 7. The material shall be accepted on a lot basis. Each Lot shall be divided into eight (8) sublots when ASTM D 2922 is used. 120-02. When PWL concepts are incorporated, compaction shall continue until a PWL of 90 percent or more is achieved using the lower specification tolerance limits (L) below. The percentage of material within specification limits (PWL) shall be determined in accordance with the procedures specified in Section 110 of the General Provisions. The lower specification tolerance limit (L) for density shall be: Specification Item Number Item P-152 ItemP-154 Item P-208 Item P-209 Specification Tolerance (L) for Density, (percent oflaboratory maximum) 90.5 for cohesive material, 95.5 for non-cohesive 95.5 97.0 97.0 If the PWL is less than 90 percent, the lot shall be reworked and recompacted by the Contractor at the Contractor's expense. After reworking and recompaction, the lot shall be resampled and retested. Retest results for the lot shall be reevaluated for acceptance. This procedure shall continue until the PWL is 90 percent or greater. 120-03 VERIFICATION TESTING. (For Items P-152 and P-154 only.) The Engineer will verify the maximum laboratory density of material placed in the field for each lot. A minimum of one test will be made for each lot of material at the site. The verification process will consist of; (1) compacting the material and determining the dry density and moisture-density in accordance with [ASTM D 698 for aircraft gross weights less than 60,0000 pounds] [ASTM D 1557 for aircraft gross weights 60,000 pounds or more], and (2) comparing the result with the laboratory moisture-density curves for the material being placed. This verification process is commonly referred to as a "one- point Proctor". If the material does not conform to the existing moisture-density curves, the Engineer will establish the laboratory maximum density and optimum moisture content for the material in accordance with [ASTM D 698 for aircraft gross weights less than 60,0000 pounds] [ASTM D 1557 for aircraft gross weights 60,000 pounds or more]. Additional verification tests will be made, if necessary, to properly classify all materials placed in the lot. The percent compaction of each sampling location will be determined by dividing the field density of each sub lot by the laboratory maximum density for the lot. END OF SECTION 120 GP-O-53 AC 150/5370-10E 9/30/2009 GP-O-54 cJB:r Cmmty ---.......,-..~ ~ Adninisllalive Servioes DMsion Purd1asing Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM Memorandum Date: May 24, 2009 From: Scott D. Johnson, Purchasing Agent To: I nterested Bidders Subject: Addendum #3 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #2 identifying the following change (s) for the referenced bid: . Delete Exhibit 0 If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie AddendumTemplate Revised: 3/25/09 1 Colt,. County ~-- . ...... Adrrinislrative ~ DMsion Purd1asing Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM Memorandum Date: May 21,2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #2 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #2 identifying the following change (s) for the referenced bid: Modification to the technical specifications 1) Delete table of content and Replace with the revised table of content. 2) Delete item 104 "Prevention, control, and abatement of erosion and water pollution". 3) Delete item 145 "Geosyntetic reinforcement" and Replace with the revised item 145 "Geosyntetic reinforcement". 4) Delete item 160 "Stabilizing". 5) Delete item 327 "Milling of existing asphalt pavement". 6) Add new item P-150 "Asphalt and concrete pavement milling". 7) Delete item 530 "Riprap" and Replace with the revised item 530 "Riprap" 8) Add new item P-156 "Temporary air and water pollution, soil erosion, and siltation control" . AddendumTemplate Revised: 3/25/09 1 9) Delete item P-620 "Runway and taxiway painting" and Replace with the revised item P-620 "Runway and taxiway painting". Modification to drawinQs 1) Delete drawing Sheet No. C-2 "Summary of quantities and index of drawings" and Repace with the revised Sheet No. C-2 "Summary of quantities and index of drawings" 2) Delete drawing Sheet No. C-4 "Project Layout, clearing and grubbing plan Repace with the revised Sheet No. C-4 "Project Layout, clearing and grubbing plan 3) Delete drawing Sheet No. C-14 "Typical sections" and Repace with the revised Sheet No. C-14 "Typical sections". Response to Questions 1) Were on the plans do you show relocating the existing utilities? On plan sheet C-7: -Demolition key legend numbers 1, 2, 5, and 7: These utilities will be relocated close to the northwest corner of the 6 units hangar. Final utilities location shall be directed by AlE in the field upon approval by the City Utility Owner. -Demolition key legend number 12: The existing cover marker shall be re-installed at the new grade elevation above the existing cables. -Demolition key legend numbers 16 and 36: Water line utilities will be installed at the same location and shall have a minimum cover of 36", contractor shall conform to Collier County Code for piping and components requirements (see attachment A "Design criteria for potable water, non-potable irrigation water and wastewater facilities", "Technical specification for PVC pipe and fittings", and "Pipe separation detail"). 2) Will FPL advise what they will be doing for electrical primary revisions? The contractor shall coordinate this work with FP&L. See general note 3 on plan sheet E-2. 3) What is included in item # 56, is only plan sheet E-1 included? All electrical work shown on plan sheets E-1, E-2, and E-3 is part of the pay item #56. 4) Will the Pre Bid sign in sheet and the walkthru sign in sheet be available on line? It can be requested directly from the County 5) Will site storage be made available for material and equipment storage? Yes, see plan sheet C-4 for the contractor staging area. Final location shall be coordinated with the airport personnel. 6) Will there be a clean fresh water source be made available? A clean water source will be available, however a meter will have to be installed by the contractor at no additional cost to the owner, and payment for the water use will be back charged to the contractor unless the County approves different. 7) Will the watering of seed after it is applied be acceptable? The contractor shall comply with the technical specification T-904 and shall be accepted by AlE prior final payment. 8) What variety of bermuda seed is specified? See technical specification T-901 for the type of seed that contractor can use. 9) Please verify that the proposed 2" duct banks placed under the new pavement (pay items L-110-5.1 & L- 110-5.2) are not concrete encased. They are not concrete encased. 10) Item #44, Ll08-5.1 Cable Trench: The specifications indicate that this item should include trench only, with any conduit paid under the L-110 items. The two L-ll0 items that are included on the schedule of bid items are for the quantities of conduit under the new pavement. This would indicate the new L-824 cable is to direct bury. However, the plans (legend note sheet C-15 and details sheet C-21) indicate that the new L- 824 cable is to be installed in 2" PVC conduit. Which installation method is correct and if we are to install in 2" conduit, under which item is this conduit paid for? The cable will be installed in 2" PVC and the new quantity is reflected in item L-110-5.1: 9,354 LF. 10) How will the actual quantity of soil mixing be measured for payment? 2. Will any "means and methods" other than specified be considered for the soil mixing? Method of Measurement The quantity to be paid for will be the volume of soil treated and accepted, as logged in the records of the mixing operation and verified by the Engineer. The quantities should also be confirmed by the owner's representative as described in section 9.O-Records and Certification. Please see below. 9.0 Records and Certification The Contractor shall provide the Engineer records of the mixing operations on a daily basis. For each area treated, these records will include the location of the area mixed, the binder details, the depth of mixing, the start time, finish time, binder injection rate, amount of binder injected, speed of the mixing tool during injection, and descriptions of any obstructions, interruptions, or remedial measures. The owner will also contract with a qualified enqineer to provide QAlQC. testinq. testinq observation and qeneral observation. The contractor is to coordinate testinQ and provide information directlv to the enqineer as directed bv the owner. Question 2 "Any means and methods" other than specified will not be accepted. 12) Is a f10ridastate builders license acceptable to bid this? The Contractor shall have the quaiification required by the County to bid this project - Verify with the purchasing department All items and conditions of the original contract documents shall remain unchanged. Exhibit 0 shall not supersede any County provisions instead should only enhance the County provision. Modification to the contract documents Add at the end of PUBLIC NOTICE "INVITATION TO BID" on Sheet GC-PN-2 after "....without the consent of the successful Bidder." the following Paragraph "Construction under this contract will be funded, in part, by Federal Grant under Airports Improliements Program (A.I.P) and will be subject to all applicable requirements of the U.S. Department of Transportation/Federal Aviation Administration. Wages paid to employees must comply with the minimum established by the U.S. Department of Labor Wage Determination. The contractor must comply with the Davis- Bacon Act, Anti-Kickback Act, the Occupational Safety and Health Act, the Contract Work Hours and Safety Standard Act, Title VI of the Civil Rights Act of 1964 and Executive Order 11246. The Collier County Airport Authority has an approved Disadvantage Business Enterprise (DBE) program for Airports Improvements projects which the successful bidder must comply with. A copy of the program may be reviewed at the office of the Collier County Airport Authority during business hours, with specific goals for this job being listed within the contact documents Add at the end of Section 2 "Preparation of bids" on Sheet GC-1 B-2 after" ... bidder unopened and shall not be considered." the following Paragraph Each bid must be prepared in strict accordance with the requirements of Section 20 of General Conditions of these specifications. The bidder is specifically advised that any person, firm, or other party to whom it proposes to award a subcontract under this contract: a) Must be acceptable to the Owner, the Federal Aviation Administration, and the Florida Department of Transportation, Aviation Division, and; b) Must submit Certification bv ProTJosed Subcontractor Reflardinfl Equal Emplovment OTJTJortunitv. Approved of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcontractor has submitted the Certification and/or the evidence showing that it has fully complied with any reporting requirements to which it is or was subject. Although the bidder is not required to attach such Certification by proposed subcontractor to his bid, the bidder is here advised of this required so that appropriate action can be taken to prevent subsequent delay in subcontract awards. Delete Last sentence of section 9.2 on sheet GC-1 B-5 "This pniJ'/isien sh31l be sub jest te Sestian 2.3 of the General Conditions to the Ag...eement. " Add a new Section after the end of Section 17 "Public Entity Crimes" on sheet GC-IB-7 as follows: State and Federal ReQuirements The Contractor shall comply with the following requirements and shall insert these requirements in all subcontractors. Equal Employment Opportunity: In connection with the carrying out of this project, the Contractor shall not discriminate against any employee or application for employment because of race, age, creed, color, sex or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, age, creed, color, sex, or national origin. Such action shall include, but not be limited to, the following: Employment upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standard of requirements for the employment of minorities. 1. Each bidder will be required to comply with the affirmative action plan for equal employment opportunity prescribed by the OFCC, United States Department of Labor (41 CFR 60)or by other designated trades used in the performance of the contract and other non:federally involved contracts in the area geographically defined in the plan. 2. The Bidder agrees to abide by the requirements under Executive Orderno. 11246, as amended, including specifically the provision of the equal opportunity clause. 3. The successful bidder with be required to submit a Certification of Nonsegregated Facilities prior to award of a contract, and to notifY prospective subcontractors of the requirement for such a certification where the subcontract exceeds $10,000. Samples of the certification and notices to subcontractors appear in the specification. 4. When a determination has been made to award a contract or subcontract to a specific contractor, such contractor is required, prior to the award or after the award, or both, to furnish such other information as the FAA, the sponsor, or the Director of OFCC requests. 5. A bidder must indicate whether he/she has previously had a contract subject to the equal opportunity clause, and if not, compliance report (Standard Form (SF) 100) must be submitted with his bid. 6. Equal Opportunity (EEO) and labor provisions, when applicable, are included in the bidding documents of specifications and are available for inspection at the office of the Collier County Airport Authority. 7. Contractors and subcontractors may satisfy EEO requirements of paragraph 2 of the EEO Contract clause by stating in all solicitations or advertisements for employee that: ':4 qualified applicants will receive consideration for employment without regard to race, color, language, sex or national origin. " Or by using a single advertisement in which appears in clearly distinguished type, the phrase: "an equal opportunity employer. " 8. A contractor having 50 or more employees and his subcontractors having 50 or more employees and who may be awarded a subcontract of $50,000 or more will, within 120 days from contract commencement, be required to develop a written affirmative action compliance program for each of its establishments (state and local government are exempt). Prohibited Interests: No member, officer or employee of the Owner or of the locality during his tenure or for two years thereafter shall have any interest, direct or indirect, in this contract or the proceeds thereof. Restriction on Lobbying Contractor Federal: The Contractor agrees that no funds have been paid by or will be paid by 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. State: No funds received pursuant to this contract may be expended for lobbying the Legislature or any state agency. Add A new forms after the "BID BOND" sheet GC-P-13 as follows: Prevailing Language: Wherever the terms and lor conditions of this Agreement andlor Attachments duplicate or overlap, the provisions of the terms andlor conditions that are most favorable to the County andlor provide the greatest protection to the County shall govern. BUY AMERICAN CERTfFICA TE (JAN 1991) By submitting a bid/proposal under this solicitation, except for those items listed by the offeror below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufacture product, is produced in the United States (as defined in the clause Buy American - Steel and Manufactured Products For Construction contracts) and that components of unknown origin are considered to have been produced or manufactured outside the United States. Offerors shall refer to the lists of articles, materials, and supplies accepted from this provision included in Exhibit I, Supplement General Provisions, pages 11-24 through 11-28 PRODUCT: COUNTRY OF ORIGIN: (Date) (Name of Bidder) By: Title: EQUAL EMPLOYMENT OPPORTUNITY CERTIFICA nON 1. Section 60-1.7(b) of the Regulations of the Secretary of Labor requires each bidder or prospective prime contractor and proposed subcontractor, where appropriate, to state in the bid whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and if so, whether is has filed with Joint Reporting Committee, the Director, an agency, or the former President's Committee on Equal Employment Opportunity all reports due under the applicable filling requirements. In any case in which a bidder or prospective prime contractor or proposed subcontractor has participated in a previous contract subject to the Executive Orders 10925, 11114, or 11246 and has not filed a report due under the applicable filing requirements, no contract or subcontract shall be awarded unless such contractor submits a report covering the delinquent period or such other period specified by the FAA or the Director, OFCC. 2. To effectuate these requirements, the Bidder shall complete and sign the following statements by checking the appropriate boxes. a. The Bidder _ has _ has not participated in a previous contract subject to the equal opportunity clause prescribed by Executive Order 10625, or Executive Order 11246, or Executive Order 11114. b. The Bidder _ has _ has not submitted all compliance reports in connection with any such contract due under the applicable filing requirements; and that representation indicating submission of required compliance report signed by proposed subcontractors will be obtained prior to award of subcontracts. c. If the Bidder has participated in a previous contract subject to the equal opportunity clause and has not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a compliance report on Standard Form 100, "Employee Information EEO-1" prior to the award of contract. Dated: 2010 Legal Name of Person, Firm or Corporation By: Title: DISADVANTAGED BUSINESS ENTERPRISES ASSURANCE To meet the requirements of the US Department of Transportation Regulations Part 23 all bidders will provide evidence of the methods they have used to meet the disadvantaged owned and controlled business goal as published in the City of Naples Airport Authority Disadvantaged Business Enterprise Plan and approved by the US Department of Transportation. The goal for utilization of Disadvantaged Business Enterprises for this project shall be III of the total dollar value of the general contractor's bid. The bidder shall submit WITH THE PROPOSAL, an assurance stating the percentages of disadvantaged businesses they intend to employ on this project At opening of bids, the two (2) lowest apparent bidders, or as requested by the Owner, shall submit the following information: 1. Name(s) of disadvantaged owned and controlled business subcontractor(s). 2. Description of work that each is to perform. 3. Dollar value of each proposed disadvantaged business subcontractor(s). THE FOLLOWING STA TEMENT MUST BE COMPLETED AND EXECUTED BY ALL BIDDERS. This firm assures that it will utilize no less than _ % Disadvantaged Business Enterprise (DBE) participation for this project. (Name of Bidder) (Signature and Title) (Date) If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie MARCO ISLAND EXECUTIVE AIRPORT-COLLIER COUNTY PARALLE TAXIWAY AND APRON EXPANSION SCHEDULE OF BID ITEMS 19-May-10 I No. II Pay Item II Description II Unit II Quantity II Unit Price II Subtotal I 1 101-2.1 Mobilization Is 1 $ - $ - 2 P-156-5.1 Baled Hav (around InleO Is 1 $ - $ - 3 P-156-5.2 Floating Turbidity Barrier If 5,407 $ - $ - 4 P-156-5.3 Staked Silt Fence If 586 $ - $ - 5 145-1 Geosvnthetic Reinforced Over Soft Soil (Geoorid) sv 43,351 $ - $ - 6 P-150-4.1 Miilina existina asphalt pavement sv 8,413 $ - $ - 7 P-151-4.1 ClearinQ And Grubblno ac 13.46 $ - $ - 8 P-151-4.2 ExistinQ Fire Hvdrant to be relocated ea 1 $ - $ - 9 P-151-4.3 Existing Water Meter to be relocated ea 1 $ - $ - 10 P-151-4,4 Existlna Electrical Meter to be relocated ea 1 $ - $ - 11 P-151-4.5 ExistinQ Electrical Awos Meter to be relocated ea 1 $ - $ - 12 P-151-4.6 ExistinQ backflow preventer to be relocated ea 1 $ - $ - 13 P-151-4.7 ExistinQ ReQulator's Transformers to be relocated ea 2 $ - $ - 14 P-151-4.8 ExistinQ Fence to be removed If 61 $ - $ - 15 P-151-4.9 Existing OillWater Separator to be modified to match proposed ea 1 $ - $ - fi nish orade 16 P-151-4.10 ExistinQ Asphalt Pavement to be removed sv 1.290 $ - $ - 17 P-151-4.11 ExistinQ Orainaae Structure and Pipe to be removed Is 1 $ - $ - 18 P-151-4.12 ExistlnQ Electrical Box to be relocated ea 1 $ - $ - 19 P-151-4.13 Existing Concrete Monument to be modified to match proposed ea 1 $ - $ - finish orade 20 P-152-4.1 Unclassified Excavation cv 47 000 $ - $ - 21 P-152-4.2 Unsuitable Excavation NIC cv - $ - $ - 22 P-152-4.3 Borrow Excavation cv 105000 $ - $ - 23 P-211-5.1 12" Limerock Base Course sv 41.619 $ - $ - 24 P-401-8.1 4" Bituminous Surface Course (314" Maximum Aooreoate) sv 35.027 $ - $ - 25 P-401-8.2 1 1/2" Overlav bituminous surface course sv 8,413 $ - $ - 26 P-602-5.1 Bituminous Prime Coat I qal 17,514 $ - $ - 27 P-603-5.1 Bituminous Tack Coat oal 1.262 $ - $ - 28 P-620-5.1 Final Marking (yellow or white with reflective beads Type III, at sf 4,539 $ - $ - 100% aoollcation rate) 29 0-701-5.1 18" Reinforced Concrete Pioe If 14 $ - $ - 30 0-701-5.2 24" Reinforced Concrete Pine If 608 $ - $ - 31 0-701-5.3 36" Reinforced Concrete Pine If 226 $ - $ - 32 0-701-5,4 42" Reinforced Concrete Pioe If 316 $ - $ - 33 0-701-5.5 48" Reinforced Concrete Pioe If 147 $ - $ - 34 0-701-5.6 8" Polwinvl Choride PiDe If 30 $ - $ - 35 0-703-5.1 Trench Drain (aircraft rated) If 630 $ - $ - 36 0-751-5.1 Inlet TVDe "G" (aircraft rated) ea 7 $ - $ - 37 0-751-5.2 Manhole Type J-7 (aircraft rated) ea 4 $ - $ - 7-Ft Type "E" Galv. Chain Link Fence w/galv. posts, top rail, No. 38 F-162-5.1 7 98. bottom tension wire and 3 strands of galv. barbed wire on If 225 $ - $ - type "1" extension arms (fabric, posts and all fence parts coated in black DVC. installed in turf or DavemenO 39 T-901-5.1 Seedinq ac 16.36 $ - $ - 40 T-904-11.1 Soddinq sv 16,164 $ - $ - C:IOocuments and Settingsllynwood\Local Settings\Temporary Internet Files\Content.lE5\179UNF4S110-5498 addendum- Revised Bid Schedule[1].xls Guidance Sign, One Module. Single Face. Size I. complete with foundation. This shall include new foundation, L-867 base, brick. 41 L-100-A secondary extension lead cable, frangible coupiings. lamps. L- ea 10 $ - $ - 823 connectors, anchor bolts, setting of anchor bolts, conduit, tether. grounding identification tag and all incidentals Guidance Sign. Two Modules, Single Face, Size I, complete with foundation. This shall include new foundation. L-867 base. brick. 42 L-100-B secondary extension lead cable, frangible couplings, lamps, L- ea 5 $ - $ - 823 connectors, anchor bolts. setting of anchor bolts, conduit. tether. grounding identification tag and all incidentals Guidance Sign, Three Modules, Double Face, Size I, complete with foundation. This shall include new foundation. L-867 base, 43 L-100-C brick, secondary extension lead cable. frangible couplings. lamps. ea 2 $ - $ - L-823 connectors, anchor bolts, setting of anchor bolts, conduit, tether, grounding identification tag and all incidentals 44 L-108-5.1 Cable Trench If 9,457 $ - $ - 45 L-108-5.2 Furnish and Install Cable (1/C, #8. 5kv. L-824, Type C). In trench, If 15,318 $ - $ - duct or conduit, complete in place 46 L-108-5.3 Furnish and Install Counterpoise Wire (#6, bsd copper stranded), If 11,054 $ - $ - 600 volt with oround rods, comolete in olace 47 L-110-5.1 1w2 Duct Bank 12" Pvc, Schedule 40, Tvoe I) If 9,354 $ - $ - 48 L-110-5.2 2w2 Duct Bank 12" Pvc, Schedule 40, Tvoe I) If . 103 $ - $ - 49 L-125-5.1 Furnish and Install L-861 T Taxiway Edge Light (base mounted), ea 90 $ - $ - complete in place 50 L-125-5.2 Remove Existing L-861 T Taxiway Edge Light (base or staked ea 27 $ - $ - mounted), comolete in olace 51 L-125-5.3 Replace Existing Runway Edge Light to a new semiflush L-850C ea 1 $ - $ - (yellow) Runway EdQe LiQht Base Mounted 52 L-125-5.4 Furnish and Install Cable Junction Box (Side D. L-867. Class I, ea 5 $ - $ - load bearino) 53 Tie-Downs Cable If 1,400 $ - $ - 54 Concrete Tie-Downs ea 32 $ - $ - 55 Pioe Bollards ea 4 $ - $ - 56 Electrical Is 1 $ - $ - 57 Soil Mixina cv 80.952 $ - $ - 58 530-1 Riorao sv 1,289 $ - $ - TOTAL $ - C:\Documents and Settings\lynwood\Local Settings\Temporary Internet Files\Content.lE5\179UNF4S\10-5498 addendum- Revised Bid Schedule[1].xls ". .,-t'.... 'val~Ol:1 'A.l.NnOO 'l:l:311100 A..mIOHlflY 1lI0cR11V A..LNnoo l:BmOO OONlMVl:Ia.:lO X3aNI aN\' S31l.ll.N'v'nC.:I0 ..u:IVWv.ms ~R:101::l'aN\flSI(y')M'IfW .H::I0cR:IlV 3I\llOO3X3 CNV1SI O::l'!:fVW (~) NOISNVc:1X3 NO},jdV aNY AVMrXVl 13Tf\I'};j\fd ~~ -i~ ,- " - - ~ "'I'" ,~ " " , , , ~~~ ~ t; 1;; , ~ ~ ~ , . ! ~ g ~ ci w i= , w i= , Zo !ii. Z ! 0 <~ x < i :2~ ,g ::;) . " 0 0' ~ Ow , ~~ , ~ 'w < 0 , ~2 ~~ " p ; >- 'w ~ ~~ ~8 , . ::;; ~i :;; ~ rs ~8 ;(;. , I~ Be;- ~~ , i: ~ ~ ~ w" ~~ i2j0l t;; 5 !' . " ~~ ..\ i ; B ,w -'<"<..>0: ~. , , , , , ~ - , , ~ , ; . . " ..- .. - @' u--~~~g;-----N", -_ wO g , ~ z8 ~ i~~H ~ ~~<>2 _N'" ~ ~ g ;~iO,"'~3~ ~;~20~2"';~~ lil", ~ ~ )(o.-~ ~o::"-"- ::,::, t:;;w ~~ .15~ ~~u5~~~~wwww "-"- 5 0____ <~ ~50 ~'~"3,~"~."~SSSi ~.~~~~~~~i~ ~~~~.~ :'~ ~....'" "-"-"- ",t5UUU!,h-.r~O::.r ~~~-g~ oz '" ..O':i! 0000 ",v;ii'I<lHlI"'~ ~JJj'W i='o I ~~~i~o~o~~~~ ~ooooo, ~~~~ c..c..~"-~~ ~~2 !i'Uutl ~<:r~~~~ <~"f~:r Ol';",z~ ':r >::' ;~. ...."'''''''~~~~'''u<>O~Uu~~~~~'''~~~~~ -c.. o~5~g~~~3~~~~~!~~!~wooo~~~~~~~5~3~~ ; ::J~ [l~:g~ ~ ~ ~ "- "- "- "-~ 13 is 6 r<5S!!l 0, c, 0, o,g ~ 3 3 H~~ "-Vi,,, iii l7I-.lffiu:>~"~~&Iii",::l::l::l~::l u !i0.-0.->-->--....0~;;I;;I ~i .g .5~i~t;;t;;t;;t;;~~~~~9~~~~lug~~~~~~~~M~ ~~6~~~~~~888~~~~~~;~~~~~1~~~~~~~~~~~ u"'~"-<ffiwww~u~u~~~~~~~....uu~o~"-"-"-"-~~~~ww II _N~...~~~Ol~~~~~~~~~~~~N~~~~~~~re~~~~~N~ 01 , 0 " " I I , I I 0 " It' , I " I I , " I I I I II I " r ~ uuuvuuuuuuuuuUuUuUuuuuuuUuuuuuUuuwww - " ~:B~ij. ,m",'" -I" 0- ~::'" ~ <j~~~(;;1;!;;'..:i..:i~,1i,1i,1i~ ~ 1;~,1i;:S l:il:il:i(;;(;;l;~~ lii ~~~~~,~~;:s;:s ~ 'ili; ;:s ~ '" >- i= z ~ < ::;) , 0' , ~ , 0 >- '" < ::i' ::i' ::;) ~ ; - , '" "'., -: -: N.,... '" '" ~., "''''.,;'''_..............:............ ~~~~~~$~~$$$$$ ~ "-"-"- "-,,-,,-,,-,,,-,,-,,-,,-,,-l --- ::' ~~~~:~~~ ~ """, " c..o.,,-o.<>.,,-,,-,,- "- ~ ~ ~ ~ II ~ ~ , woo+"" , -. 0 " . -..."' , ~: , _ _ _ : ,,"". 'I" i , ....".......- 'AS C!3AOC!ddt' ~~g g:!,:!; ~~~ 88f:' S'8rs 'H :;g:! ~;!;! l<l<l< ... Hg 000 H::i '5' [i1",i,'l ,'" o~m~. \j!~!;1~~@~ "'-,xxx"'''' "1303030",-, ~ gg:l~~ u ",,,,[;luo ....~................. ,,-"-,,-,,-,,-"-,,- 0000000 _N"'....,"'.... -;:;~a:= fl~~ -- ~i" ~ -....,~= ~;~~~! g san i!iiL ~ f I I ! I '"l\f.lllVllSnS%OO J ," . "0> "WW ~~~ ~l?m ~~g ~~;:: -5<'5 h_ E"W owo B<=!; ~~~ w~1i c 0 ~2~ ~~~ "i!i.... ~g~ wow ~~~ ,- Wwo :~~ ~~~ ~~8 ~~~ ~I~ ~ .~ ~ ~i~ ~ git!i'=- - . . . " ~ . , . , , , , , , , , c. ~~ iw";"''' >-- 00 Z i!fo~ ~i ~~ - l.J ~~%~O ~-"'1~~ w ffi~ 8~S~: ~g~~~ ~ ~~ .-'~o'" ~~Eg~ "'w ~~~Sg :z,"~l!j~ (~~ ~ '" ~ ..;5 <!: '" ~'" -"!o! ,,;~: '" '".Olt~!> ;fj!j<:l~~ ~o:: ~~ ~ ~ g ~~~~~ '1z~";5 ;: ~ ~ g 'i ?< ~~11:~ ~g~~~ -9 ~o ~ ~ ;; ~l!I~5!il ~gUw_~ ~~ ~~ E: E: g t:l3z~;! -::J>--~ :::'815l'l ~ ~ =. -,~g",~ 8:;!,';\"'~ '::l~ Z V".. gg~g~ :>"'i~'" ij~ sf ~ )1 I i"'~i~ 1~8~1 a~ g~ e ~:d~ .~I~il d"~~~,~:~!! I ~~ :~&!~t:~~~./iS~ ~ ~5 ~o' ~ >-- :5:: !:E~'" ."'.ffi ue"'!'i!li" >-- ~",- ~~ g ~ ~g "',"0 I,c',', ," , Ie" ~e!ii~g~i~~~8~:i! 11 2~ 21;> ~ ~ 28 1 y ! , , ! ~ , ~ 8 ~ ~ I g 1 ~ ~ I ::; ~ ~ ~ ,~n CIIP..!(o!/ro i.,r(D1-,;"\"/ "",,..... Po.""']"""< , ,~~ '""="> '-)',:0'-'-') "".4 """ '1"""" l'l',\"-"""<l ~OOL\.50-'-"'''l\"'"lt-'''''''l\''''. "'""'"\""~\'j , . ~ e" I:;-, wO. ~ ~ = il!"'l~c ~"'~~~ , , 0 It) ~"' ,~,uo '" is: ~ >-->~il\ ::l"'i5:l:t= 8 ~ @ ~ ~ 3 ~~~~ ~~u~~ g R 1;):Ii <.> Ol ol':; '" u....~o... g ~ g:2 ~:2 ; ~ I c..",1ii~ :~5~~ . ~ @.e"I.<wo I ,~O", ~.H ~ R:<i w '" 0 '" 1l! - . <.j 0 z~ .. .... ~o;O", i'i ~:2OB !;\~ 5 "i;-",!.'z w,,~~>- , odwg. ~ ~.,~ .'u. "1 wo'; ~'... >- 0.- -' '" '" "- 15 ... i! u L.:'" i!j1l- ~ ~ ~~:2;~ ; ;ig~ ~~ = II ~~fi~ ~Z~U ~~ ~:8;~~~& 2~~~ ~: ~ ~~~~~i ~1~~5~i: ~~~~~ cffi- ~ o:~",15~~ii 32~~ ~8" ~E"~~~~~il'~ :;~50\1r ;Oh~O !i ~!li;~'~:~~ i~i! h<~~h.lq~~!~~II;'~~~1 ;~~i~ 3~~~:g~fJ~5~~:2~ ...~~~ 1I~~~"'~~~~5~~~uu~!!1 ~~g~g 0~i<8~ ~! ~ ~~ I ~~ ~;! ~ ~~~il~ ~d ;~g~i i; ~i~ ii~ i ~ ill~ ~;g~~ ~;~:~ ~~ i!o~ fi~!;!!f!;!~~!i!i~8l,i!i!i!ie~~I!i'!' ;ih3:g i!i(;jelai!d"'~~C~5u !i1@~~ ~~ ~*~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~ ~ ~ ~~~ ~ ~ ~~ S ~ ~~;:::~ ~ :':~i~~ ~~:~~ m ~5~~~~ ",ifj ..."'0'" Uw ",,,,1:\ w.....w... wwww..,," _... _ tOOl...... _N"'''' "'Ol>--l! :i'...zi<""- ",,,,o,,-,"~g . .. ,Ie e" - - :;' :;' 7 2' 1 rl'~ 2' :;' .1 '7; ~~~g.e.e~~~ ~7, 66,!,666666 ~ ~: , , , , 1 , r .. .,......... (~) -~~-:= Ilj~ i ~.-...o ~-= ;I;;:d b ~ft !l,,' i2a&& ~i!Ui NYlc:I e:lNI8snHE) ONV e:lNR:f\I'3l:> '1Il0AY1l.03rm:ld 'YCnIOl.. 'AJ..Nnoo ~311'OO AmlOIiUlV .L'I:IOcftlI't' AJ.Nt'lOO lI3ITlCY.> ~ VClR:lOl::l 'CNV1S1 OO~ ll:IO&IIV 3N..U'l:J3X3 ON'ilSI o::nNW NOISNVdX3 NOHdY aNY AYNoIXYJ. "BTMfVd 0.; I ' ~l ";., ,e: , '- ~'.I' ,~: il 0<.> ~ ~~~:o: .1 ~I~ .~~j~'~lb l I!'o <~ -'ffiJ'- "'!g,~' n.~~ ~w ,,~;;o<,,!;!< ~"'!i. :J!iwa.....l:ll;; "'...."'!i'o. ,,~"-,_..---,~ '. ~ .; I ~""-", '" I'"' , ' . -:i~-~--L.--,...:" I "'~ '~~~~ I to, """- .8 ' :n ~.z~ b'~ 0 Z-_,": ~~~ liI~!j! ~i::i> ~\9 " i I 0" 'I ~:l \J ~g~ ,r 1il~, "I ~~.., I ! ,~~ ~~., i !~ j '. I ~. " f I I I , , j "~~\ ~ : ,~....., i-'\ ~ \ I" , I 19.,.. , 6~ I ; ~ ~8 r d :<g -, ." ~~ \ ')., ~~'j l~",::! I ! :::~" '01'1 i ''''ID j~~~ i ~~~ol .,; -:' ."'~" ~ \~~::l j : : i \0 ~ ",~w_1 'o3'~ ~~~~i , i <=\".... -~:, ; ! ( ,..~_......- 'A8 03^O~ddV ~ , :!:~ ~~ , j. o. ;- .j !;j 'i~ I~, ..0.. 0 !~j ~ 1,- 0 ;~ ~ ., . 00 <" w, ~; ~: 0" ~~ <. Ww .. " :: <' <' ~~ Ww ~~ o " ~ !li~ 8 ~~~ s i~~. i ~::>:l1::J: - ~~a~ ~ ~8!i ~ ~~&g ~ i'ig~g M~eg ~~~~~~ g:~~:c:;; ~;;~~;~ ;: 1;;",,, f'- ~Eeie/:2 ~~gi;~ g88~~~ , :~ " s~ .....~ ~~ '" ~~ Ow ~~ ~i lVJ.1J"Sns %OO~ , . ~~~~ ~~~6 h~~ ~~~: i~~~:; z., "z ~~!i~ ~~~~ ..i=--''' ~ "'~ ~!;~: ~~~: ~::'~~ " w C D < D 5.. <c 0' >' :5~ ~! ~! ~. ;;;!~ ili: ~:!' ~; h ~~~ ><0 ~65 'I'!' i ..:f~ " ~; -, :;!'! , ". >, ~..:~ ~:tl" <<e-<;i '.- w," $.o'f;l g:;l~ .ww ." ... ~~~ W D < U . o < . ~ o 00 <c .. . _ < ~ " ~ ~ ~ " ~ ~ " · ! ~ n cs ~ ~ i '" 8 ~l';~","~~ i~; d~-~qn ~:5~d~""i<<l:;i !l~iw.d,~~~ ~~8iHd~n , , IUUIX!I ~ ~ 0'" f:'l :[;3 5 ~E ~ ~f!i cs ~ !I ~ ~ :.0' i i ~ ~ ~; ~nn: I ~ I i ~~ I H, 0: ! ~ ~ ~~ -, , t -. ~ ,,~ ~g. ~" ! g~/? ~;I ~! !~~ ~~ ~~2 w, ,~ ~,. ;~ ."! '" 8"':5 e~" "' ",E~!5 i81!l "-= ~:~ U I =,,0 ~p' , "i~ ~lI! ~~ ~=1ii "0 ~~e '0 . 8~ ~ jO;l';" i!ii I~z ~ ffiw<<ffi . ., ilif:'l~ ,,"'g2i ~S" .<> .~s ",~g ~I~~ g1;S -~~ 5CS; ~ '<i j'" ~<! .- . , w, !;~ <.' ~:g~l'; .8. "~3 008 ~~ il: h~~ ',- ~iSg~ ~~Bl lt~~ ~w.' ~'-'~ ""'5i11 ~g~ ~~I '~,! ~~g 5!l:l~ wT ~ ~f:'l '~w . 0 :~ ~ "" , ,. . . c,. w!s "'~ , :I w ~ ~ 'w, ,"..' ~.- ~ '.',. ~I~ ~~ ~~~li~~ ~",,,, ~o ~t1f;l;&l~ o"!= ~ "w"'~<<'" "~it: ~f: 5g@ es ". ." """0 ~blE ",,, iti",wfi!;;l: ~!" ~. ~'!.~i 81::i~ ~g; ~l'5=!'!, <.1 .' .~o i " ;" ~w '<"I'~ ~~.3 <<~ ~~<<I':" i!i: 'I'" ."-~ '" o~ " ~ ii~~ ~'h,~. ~I~~~C~ :~~~lSo.' ffi <<""w.~ :2"-="'1 ~ e~S~!i ~;~~ g~ 88~~',g ~.~~w~~ ~~n~;; d~h~~ . , o . 'w 0' "oz ~ ~; ...'i=~.., ''''<co. ~!iig~ ~lJ~ h. ~ ;.gs -',!l" ,'," _~ _ ~~!li ~ ~~~"'~ ,,3! ~ ".>>:\...~ u~!i;r;... C" : ..8' .. !:.~1 ~. M .. ~I_.I .'" ~. 88...1., ...'n a.... i- ;:i~ ~~~:',i !~ ~5 c o. - .,.~ " . ~i . , ~ , i 0- 0 , ;~ ~~! I "' 'w ~~ '!, ,w . -, ~~i ~~~~ li~~ ,~.' <o"~ :'.~ ~., ~~h ~O!:~lii -~;;l8 !~~~ t~~8 ;;~~5! ~'~i :~E~ :2~~g ~"8~ ~g~:E j ~ 0 1Ii~ ~ '" "~li1 '" ~1ila~~ ~ g;~5 i!i e~i~~ '" 6i!:~b ~ IN', ~~~~! ~ iMi. ieh~ ~ ~~;ffi~ ~ !' '8 i ~~~~~ li ~s~~~ <t ;o5!i<"'.= " "''' o",l/;:d\ll r...-(~L-l;Hll"N ~""""""'lP'r"'d '-1\(0(-1-1)...,' P '" .,.,""',....J\~ :lOD,\~\....!v..,(,.=I\"""! "'-""\"'J>:lloJ -.. .... ...,,-- 0._....... SNOlJ.:)3S lVOldAl NOISN't'c:1X3 NmIc:fV' CNV AVMJXtil 13T'M:fVd s . . . ,. ~ ~i ~ ~s I CO' g :\' : ~I\\ I !i i ii \ I: i O"O""ll n" '--lJ o 0, "'[ I L ~* -~'" . HI3 ~ 1<]0 ~;... i ~ ~HI I- . 'N 12... id < , 0 I ,. J --I' .' 0"0"13 ;ll 1">13 . ", ",[ " , ~ l " 1 , ! '-1111' ! I z Z~ , . . Ii l' ~, 8~ ~@ ~lll -. 'j ~~ ~~ ~&l ro '" o. ." .e ~ " o 1N3n3l\VdA'lMIXV. j030W " .0 i, , " ; . . , ~ ! , , II "'[ 1"0'3 j ~~ , I J " 0.' ; r ~ , 'YCIl:lOl.:1'ALNnOO l::I311100 WYOH..I.flY .1li0dl:l1Y AlNnOO l:l3nlOO ;:IE< va~01.:l 'CNVlSI OO}NW HIO&lIV 3Alln:>3X3 CNV1S1 OO~ C:J)) ...........- 'A8 G3^Ol:ldd\f -=001:1........1 If I lIZl~<<U.:.l:t.,.""= i! ~ ~ . : "'IIlJ~= !.~~~I l san IIn, lIllI. 1\fJ.UYlIsns %OO~ r ~~ i " ~ , ,." d~ ! , , ,,! 0 1 t ~8~ I ! ;~ f~ ! ~~ ,. <. ,8 !5~ ~~ ~ ! 1 . , ., Ii 1, , Sl ~~ . .. o! I ~12 ~: ~12 z I: ~ ~ :':....1111' , I -, ~~ ," I: ~;;; ~ ~~ g~ U ;~ ~ ~~ i p' ! ~~;~~ ~ :/:10>1:::"- iQ !j5"'ilij ~i~*~ ~S~::;:~ 6 i'!~' l ~.:i! i"i :!:i ~i~~@ g~[ij6 ~ ,'1<! , ',"~l , iii",>-~o ~ ~fl2j ~~ g~!;!~!;l ;~ 81'!~S:e EU ~'f;EI:J~B ~g ~:ije~~ iliiil !, '"'I:I mOl/Ol!>O "".(nH"\]'~' nrt::n:Xll' ':'''''', '1-1\(01-.-;,J "",d p "" ""0.",, W'\~""1l too,\';"'_\",q--.!>.."'I\~ """-"\"jO:>\'J ~ ! i ~ , ~ ! ! i ~ ~ . ! o MARCO ISLAND EXECUTIVE AIRPORT AIRPORT CONSTRUCTION SAFETY PLANNING GUIDE Aviation Safety Requirements During Construction I. GENERAL SAFETY REQUffiEMENTS. Throughout the construction project, the following safety and operational practices should be observed: . Operational safety should be a standing agenda item during progress meetings throughout the construction project. . The contractor and airport operator must perform onsite inspections throughout the project, with immediate remedy of any deficiencies, whether caused by negligence, oversight, or project scope change. . Airport runways and taxiways should remain in use by aircraft to the maximum extent possible. . Aircraft use of areas near the contractor's work should be controlled to minimize disturbance to the contractor's operation. . Contractor, subcontractor, and supplier employees or any unauthorized persons must be restricted from entering an airport area that would be hazardous. . Construction that is within the safety area of an active runway, taxiway, or apron that is performed under normal operational conditions must be performed when the runway, taxiway, or apron is closed or use-restricted and initiated only witb prior permission from the airport operator. . The contracting officer, airport operator, or other designated airport representative may order the contractor to suspend operations; move personnel, equipment, and materials to a safe location; and stand by until aircraft use is completed. 2. CONSTRUCTION MAINTENANCE AND FACILITIES MAINTENANCE. Before beginning any construction activity, the contractor must, through the airport operator, give notice [using the Notice to Airmen (NOTAM) System] of proposed location, time, and date of commencement of construction. Upon completion of work and return of all such areas to standard conditions, the contractor must, through the airport operator, verify the cancellation of all notices issued via the NOT AM System. Throughout the duration of the construction project, the contractor must- a. Be aware of and understand the safety problems and hazards described in AC 150/5370-2, Operational Safety on Airports During Construction. b. Conduct activities so as not to violate any safety standards contained in AC 150/5370-2 or any of the references therein. c. Inspect all construction and storage areas as often as necessary to be aware of conditions. d. Promptly take all actions necessary to prevent or remedy any unsafe or potentially unsafe conditions as soon as they are discovered. 3. APPROACH CLEARANCE TO RUNWAYS. Runway thresholds must provide an unobstructed approach surface over equipment and materials. (Refer to Appendix 2 in AC 150/5300-13, Airport Design, for guidance in this area.) 4. RUNWAY AND TAXIWAY SAFETY AREA (RSA AND TSA). Limit construction to outside of the approved RSA, as shown on the approved airport layout plan~unless the runway is closed or restricted to aircraft operations, requiring a lesser standard RSA that is equal to the RSA available during construction (see AC 150/5370-2 for exceptions). Construction activity within the TSA is permissible when the taxiway is open to aircraft traffic if adequate wingtip clearance exists between the aircraft and equipmentfmaterial; evacuations, trenches, or other conditions are conspicuously marked and lighted; and local NOTAMs are in effect for the activity (see AC 150/5300-13 for wingtip clearance requirements). The NOTAM should state that, "personnel and equipment are working adjacent to Runway 17-35." a. Procedures for protecting runway edges. . Limit construction to no closer than 200 feet (60m) from the runway centerline--unless the runway is closed or restricted to aircraft operations, requiring a lesser standard RSA that is equal to the RSA available during construction. . Coordinate construction activity with the AiIport Traffic Control Tower (A TCT) and FAA Regional AiIports Division Office or Airports District Office, and through the airport operator, issue an appropriate NOTAM. . Prevent personnel, material, and/or equipment, as defined in AC 150/5300-13, Paragraph 306, "Obstacle Free Zone (OFZ)," from penetrating the OFZ. Complete the following chart to determine the area that must be protected along the runway edges: 17 B II 75' 35 B II 75' 'See AC ]50/5300-13, Airport Design, to complete the chart for a specific runway. b. Procedures for protecting runway ends. . Maintain the RSA from the runway threshold to a point at least the distance from the riIilway threshold as existed before construction activity-unless the runway is closed or restricted to aircraft operations, requiring an RSA that is equal to the RSA length available during construction in accordance with AC ]50/5300-]3. This may involve the use of declared distances and partial runway closures (see AC ]50/5370-2 for exceptions). . Ensure all personnel, materials, and/or equipment are clear of the applicable threshold siting criteria surface, as defined in Appendix 2, "Threshold Siting Requirements," of AC 150/5300-13. . Prevent personnel, material, and/or equipment, as defined in AC 150/5300-13, from penetrating the obstacle-free zone. . Ensure adequate distance for blast protection is provided, as needed. . Coordinate construction activity with the A TCT and FAA Regional AiIports Division Office or AiIports District Office, and through the aiIport operator, issue an appropriate NOT AM. . Provide a drawing showing the profile of the appropriate surfaces of each runway end where construction will take place. Where operations by turbojet aircraft are anticipated, review takeoff procedures and jet blast characteristics of aircraft and incorporate safety measures for construction workers in the contract documents. Complete the following chart to determine the area that must be protected before the runway threshold: ]7 II B 300 FEET 34 : I to (threshold) 35 II B 300 FEET 34 : ] to (threshold) 'See AC ]50/5300-]3, Airport Design, to complete the chart for a specific runway. A-2 5. MARKING AND LIGHTING FOR TEMPORARY THRESHOLDS. Marking and lighting for a temporary threshold is ------"is not -'----X_required. The airport owner or contractor, as specified in the contract, will furnish and maintain markings for temporary thresholds. Precision approach path indicators (pAPIs) or runway end identification lights (REIL) are------"are not_required. The aiJport owner or contractor, as specified in the contract, will furnish and install all temporary lighting. Include appropriate items per AC 150/5370-2, Chapter 3, "Safety Standards and Guidelines." Ifmarking and lightingfor the temporary threshold is not required, delete this section of the safety plan. Ifvisual aids and/or markings are necessary, provide details. (Include applicable 14 CFR part 77 surfaces in the contract documents.) 6. CLOSED RUNWAY MARKINGS AND LIGHTING. The following must be specified for closed runways. Closed runway marking are Klare not_ required. Closed runway markings will be as shown on the plans K las furnished by the aiJport owner X lother_ (specifY). Barricades, flagging, and flashers are X lare not_required at Taxiway K and Runway K and will be supplied by the aiJport ------"other contractor (specifY). 7. HAZARDOUS AREA MARKING AND LIGHTING. Hazardous areas on the movement area will be marked with barricades, traffic cones, flags, or flashers (specifY). These markings restrict access and make hazards obvious to aircraft, personnel, and vehicles. During periods of low visibility and at night, identifY hazardous areas with red flashing or steady-burning lights (specifY). The hazardous area marking and lighting will be supplied by the aiJport operatorlcontractor, as specified in the contract, and will be depicted on the plans. 8. TEMPORARY LIGHTING AND MARKING. Airport markings, lighting, audlor signs will be altered in the following manner (specifY) during the period from _ to _' The alterations are depicted on the plans. 9. VEHICLE OPERATION MARKING AND CONTROL. Include the following provisions in the coustruction contract, and address them in the safety plans: a. When any vehicle, other than one that has prior approval from the aiJport operator, must travel over any portion of an aircraft movement area, it will be escorted and properly identified. To operate in those areas during daylight hours, the vehicle must have a flag or beacon attached to it. Any vehicle operating on the movement areas during hours of darkness or reduced visibility must be equipped with a flashing dome-type light, the color of which is in accordance with local or state codes. b. It may be desirable to clearly identifY the vehicles for control pmposes by either assigned initials or numbers that are prominently displayed on each side of the vehicle. The identification symbols should be at minimum 8-inch (20-cm) block-type characters of a contrasting color and easy to read. They may be applied either by using tape or a water-soluble paint to facilitate removal. Magnetic signs are also acceptable. In addition, vehicles must display identification media, as specified in the approved security plan. (Fhis section should be revised to conform to the airport operator's requirements.) c. Employee parking shall be (specifY location), as designated by the airport manager K! project engineer---"other_ (specifY). d. Access to the job site shall be via (specifY route), as shown on the plans X Idesignated by the engineer ---"designated by the superintendent Idesignated by the aiJport manager _/other_ (specifY). e. At 14 CFR part 139 certificated and towered aiJports, all vehicle operators having access to the movement area must be familiar with airport procedures for the operation of ground vehicles and the consequences of noncompliance. f. If the aiJport is certificated andlor has a security plan, the aiJport operator should check for guidance on the additional identification and control of construction equipment. 10. NAVIGATIONAL AIDS. The contractor must not conduct any construction activity within navigational aid restricted areas without prior approval from the local FAA Airway Facilities sector representative. Navigational aids include instrument landing system components and very high-frequency omnidirectional range, airport surveillance radar. Such restricted areas are depicted on construction plans. 11. LIMITATIONS ON CONSTRUCTION. Additional limitations on construction include- a. Prohibiting open-flame welding or torch cutting operations unless adequate fire safety precautions are provided and these operations have been authorized by the airport operator (as tailored to conform to local requirements and restrictions). b. Prominently marking open trenches, excavations, and stockpiled materials at the construction and lighting these obstacles during hours of restricted visibility and darkness. c. Marking and lighting closed, deceptive, and hazardous areas on airports, as appropriate. d. Constraining stockpiled material to prevent its movement as a result of the maximum anticipated aircraft blast and forecast wind conditions. 12. RADIO COMMUNICATIONS. Vehicular traffic located in or crossing an active movement area must have a working two-way radio in contact with the control tower or be escorted by a person in radio contact with the tower. The driver, through A-4 personal observation, should confirm that no aircraft is approaching the vehicle position. Construction personnel may operate in a movement area without two-way radio communication provided a NOT AM is issued closing the area and the area is properly marked to prevent incursions. Two-way radio communications are X lare not_required between contractors and the Airport Traffic Control Tower_IFAA Flight Service Station ----.--J Airport Aeronautical Advisory Stations (UNICOMlCTAF) 122.9 M.R.Z. Radio contact is X lis not_required between the hours of7:00 am and 7:00 QID. Continuous monitoring is required ----.--Jor is required only when equipment movement is necessary in certain areas_. (This section may be tailored to suit the specific vehicle and safety requirements of the airport sponsor.) 13. DEBRIS. Waste and loose material must not be placed in active movement areas. Materials tracked onto these areas must be removed continuously during the work project. FAA NOTAM # AIRPORT I.D. # APPENDIX 4. SAMPLE NOTAM AIRPORT DATE: TIME: NOTAM TEXT: NOTIFICA TON: # # # # TOWER PHONE # # # # # FSS PHONE # CANCELLED: NOTIFICATON: ####TOWER PHONE # # # # # FSS PHONE # INITIALS TIME CALLED IN BY INITIALS TIME CALLED IN BY AIRLINES INITIALS TIME CALLED IN BY INITIALS TIME CALLED IN BY AIRLINES c& County ~. ..~ AdrrinislJative Services Division Purd1asing Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM Memorandum Date: May 13" 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #1 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #1 identifying the following change (s) for the referenced bid: ---- 1. Site Visit will be held May 14, 2010 @ 10:00 am. Participants should meet at the airport terminal building located at 2005 Mainsail Drive. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie AddendumTemplate Revised: 3/25/09 1 CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Marco Island Executive Airport Construction of Taxiway and Ramp Expansion BID NO.1 0-5498 Full Name of Bidder DeAngelis Diamond Construction Iue. Main Business Address 6635 Willow Park Drive Naples, Fl 34109 Place of Business Collier C01.U1ty Telephone No. 239-594-1994 Fax No. 239-594-1995 State Contractor's License # CGC058500 State of Florida Certificate of Authority Document Number P6000008535 Federal Tax Identification Number 65-0634426 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter calied the Owner) The undersigned, as Bidder declares that the only person or parties interested in Ihis Bid as principals are those named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the iocation of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do ali the Work. and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do ali other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: Unit prices shall be provided in no more than two decimal points, and in the case where further decimal points are inadvertently provided, rounding to two decimal points will be conducted by PurChasing staff. NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your bid pages. GC-P-1 BID SCHEDULE Marco Island Executive Airport Construction of Taxiway and Ramp Expansion Bid No.1 0-5498 Please insert your prices online via www.colJiergov.netlbid GC-P-2 '.,_.. ~.m,..____~."~,,~ ._.._~.",__......_-.. MARCO ISLAND EXECUTIVE AIRPORT-COLLIER COUNTY PARALLE TAXIWAY AND APRON EXPANSION SCHEDULE OF BID ITEMS 19-May-10 EJ Pay Item Description Unit I Quantity ~ Unit Price II Subtotal I 1 101-2.1 Mobilization Is 1 $ 342,055.77 $ 342,055.77 2 P-156-5.1 Baled Havlaround inleft Is 1 $ 772.50 $ 772.50 3 P-156-5.2 Floati"" Turbldltv Barrier If 5,407 $ 5.15 $ 27,846.05 4 P-156-5.3 Staked Silt Fence If 586 $ 2.06 $ 1,207.16 5 145-1 GeoSVnthetic Reinforced Over Soft Soil IGeonrld\ sv 43,351 $ 2.51 $ 108,949.73 6 P-150-4.1 Milllno existlna asohalt oavement sv 8,413 $ 1.96 $ 16,464.24 7 P-151-4.1 Cleari"" And Grubblnn ac 13.46 $ 1,545.00 $ 20,795.70 8 P-151-4.2 Existina Fire Hvdrant to be relocated ea 1 $ 1,176.67 $ 1,176.67 9 P-151-4.3 Existina Water Meter to be reiocated ea 1 $ 803.40 $ 803.40 10 P-151-4.4 Existinn Electrical Meter to be relocated ea 1 $ 1.359.60 $ 1,359.60 11 P-151-4.5 Existina Electrical Awes Meter to be relocated ea 1 $ 1,359.60 $ 1.359.60 12 P-151-4.6 Existi"" backflow nreventer to be relocated ea 1 $ 1.416.25 $ 1,416.25 13 P-151-4.7 Existina Reaulator's Transformers to be relocated ea 2 $ 9,505.87 $ 19.011.74 14 j::CM~-"= <'Yistmn'Fence-to 'be ram oved' ~.. ---..- .._.--cc If . . . .et. '$ ....'4:12 $- . -251:32 15 P-151-4.9 Existing OiUWater Separator to be modified to match proposed ea 1 $ 1,030.00 $ 1,030.00 finish orade 16 P-151-4.10 Existinn Asnhalt Pavement to be removed sv 1,290 $ 2.06 $ 2,657.40 17 P-151-4.11 Existina Drainaoe Structure and Pioe to be removed Is 1 $ 1,081.50 $ 1.081.50 18 P-151-4.12 Existi"" Electrical Box to be relocated ea 1 $ 3.400.03 $ 3.400.03 19 P-151-4.13 Existing Concrete Monument to be modified to match proposed ea 1 $ 309.00 $ 309.00 fi nlsh ncade 20 P-152-4.1 Unclassified Excavation cv 47,000 $ 1.79 $ 84.308.85 21 P-152-4.2 Unsuitable Excavation NIC cv - $ - 22 P-152-4.3 Borrow Excavation cv 105,000 $ 6.51 $ 683,590.40 23 P-211-5.1 12" Limerock Base Course sv 41.619 $ 10.09 $ 420,102.19 24 P-401-8.1 4" Bituminous Surface Course 13/4" Maximum Aonrenate\ sv 35,027 $ 17.97 $ 629,557.78 25 P-401-8.2 11/2" Overlavbituminous surface course sv 8.413 $ 7.57 $ 63.690.62 26 P-602-5.1 Bituminous Prime Coat nai 17,514 $ 2.32 $ 40.588.70 27 P-603-5.1 Bituminous Tack Coat oal 1.262 $ 2.32 $ 2,924.69 28 P-620-5.1 Finai Marking (yellow or white with reflective beads Type III, at sf 4.539 $ 1.32 $ 5,984.22 100% annlication rate) 29 D-701-5.1 18" Reinforced Concrete Pine If 14 $ 29.47 $ 412.56 30 D-701-5.2 24" Reinforced Concrete PiDe If 608 $ 34.25 $ 20.822.48 31 D-701-5.3 36" Reinforced Concrete Pine If 226 $ 62.58 $ 14.143.71 32 D-701-5.4 42" Reinforced Concrete Pioe If 316 $ 84.67 $ 26,754.46 33 D-701-5.5 48" Reinforced Concrete PIDe If 147 $ 101.87 $ 14,974.45 34 D-701-5.6 8" Polvvinvl Choride Pine If 30 $ 19.31 $ 579.38 35 D-703-5.1 Trench Drainlaircraft rated) If 630 $ 196.73 $ 123,939.90 36 D-751-5.1 Inlet Tvne "G''Ialrcraft rated' ea 7 $ 9,512.05 $ 66.584.35 37 D-751-5.2 Manhole Tvoe J-7 (aircraft rated) ea 4 $ 5.134.55 $ 20,538.20 7-Ft Type "E" Galv. Chain Link Fence w/galv. posts, top rail, No. 38 F-162-5.1 7 ga. bottom tension wire and 3 strands of galv. barbed wire on If 225 $ 21.37 $ 4.808.81 type "1" extension arms (fabric, posts and all fence parts coated In black ovc. installed in turf or oavemen!) 39 T-901-5.1 Seedlnn ac 16.36 $ 1,413.30 $ 23,121.66 40 T-904-11.1 Soddina sv 16,164 $ 1.39 $ 22,476.04 W:IEstimating & PreconstructionlCommercJal JobslMarco Island Executive Airport Taxiway Construction and Ramp ExpansionlDDCI 06-08-10 Bid Tabs Revised Bid Schedule from Owner Guidance Sign. One Module, Single Face, Size I, compiete with foundation. This shall include new foundation, L-86? base. brick, 41 L-100-A secondary extension lead cable, frangible couplings. lamps, L- ea 10 $ 3,995.78 $ 39.957.82 823 connectors, anchor bolts, setting of anchor bolts, conduit, tether, grounding identification tag and all incidentals Guidance Sign, Two Modules, Single Face, Size I, complete with foundation. This shall include new foundation, L-867 base. brick, 42 L-100-B secondary extension lead cable, frangible couplings, lamps, L- ea 5 $ 4,762.51 $ 23,812.57 823 connectors, anchor bolts, setting of anchor bolts, conduit, tether, grounding identification tag and all incidentals Guidance Sign. Three Moduies, Double Face, Size I, complete with foundation. This shall include new foundation, L-867 base, 43 L-100-C brick. secondary extension lead cabie, frangible couplings, ea 2 $ 5,597.02 $ 11,194.04 lamps, L-823 connectors. anchor bolts. setting of anchor bolts, conduit, tether, grounding identification tag and all incidentals 44 L-108-5.1 Cable Trench If 9,457 $ 7.13 $ 67,423.80 45 L-108-5.2 Furnish and Install Cable (1/G, #8, 5kv, L-824, Type C). In If 15.318 $ 0.95 $ 14,476.65 trench. duct or conduit, comnlete in nlace 46 L-108-5.3 Furnish and install Counterpoise Wire (#6, bsd copper If 11,054 $ 1.11 $ 12,304.38 stranded\ 600 volt with nround rods, comnlete in alace 47 L-110-5.1 1w2 Duct Bank 12" Pvc, Schedule 40, Tvae.1\ If 9,354 $ 2.77 $ 25,865.36 ..48_. .f_.ol10-52 2w2 Due;! Bankl2" py~ Scbedule 40. .TvDe JL - --. "0_'." ......1! 103. $ 5,41 $ H 55L.23 49 L-125-5.1 Furnish and install L-861 T Taxiway Edge Light (base mounted), ea 90 $ 1,170.85 $ 105.376.21 com nlete in nl ace 50 L-125-5.2 Remove Existing L-861 T Taxiway Edge Light (base or staked ea 27 $ 343,45 $ 9,273.09 mounted), comalete in aiace 51 L-125-5.3 Replace Existing Runway Edge Light to a new semiftush L-850C ea 1 $ 1,744.82 $ 1.744.82 Ilvellow) Runwav Edoe Lioht Base Mounted 52 L-125-5,4 Furnish and Install Cable Junction Box (Side D, L-867, Class I, ea 5 $ 780.33 $ 3,901.64 load bearino) 53 Tie-Downs Gable If 1,400 $ 2.37 $ 3.316.60 54 Goncrete Tie-Downs ea 32 $ 257.50 $ 8,240.00 55 pine Bollards ea 4 $ 1,287.50 $ 5,150.00 56 Electrical Is 1 $ 37,865.89 $ 37,865.89 57 Soil Mixina cv 80,952 $ 34.06 $ 2,757,395.12 58 530-1 Rinran sv 1,289 $ 7.21 $ 9,293.69 TOTAL $ 5,959,000.00 W:\Estirnating & Preconstruction\Gommercial Jobs\Marco Island Executive Airport Taxiway Construction and Ramp Expansion\DDCI 06-08-10 Bid Tabs Revised Bid Schedule from Owner MATERlAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON- RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and/or material is proposed and listed below and is not approved by Engineer/Project Manager, Bidder shall fumish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of malerial proposed on this list Complete and sign section A OR B. Section A (Acceptance of all manufacture nct materials in Bid specifications) S8 all manufacturers and materials s. Company: Signature: Date: 06/09/10 Section B (Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL EXCEPTION MANUFACTURER 1_ 2. 3. 4. 5_ Please insert additional pages as necessary. Company: Signature: Date: GC-P-3 LIST OF MAJOR SUBCONTRACTORS THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE The undersigned states that the following is a list of the proposed subcontractors for the major categories outlined in the requirements of the Bid specifications. The undersigned acknowledges its responsibility for ensuring that the Subcontractors for the major categories listed herein are "qualified" (as defined in Ordinance 87-25 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by the Contract Documents, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner. reserves the right to disqualify any Bidder who includes non-compliant or non-qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove/replace any Subcontractor, at no additional cost to Owner, which is found to be non-compliant with this requirement either before or after the issuance of the Award of Contract by Owner. (Attach additional sheets as needed). Further, the undersigned acknowiedges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shail identify all SUbcontractors it in-tends to use on the Project. The undersigned furiher agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. 1. Major Category of Work ~_J.\ ha~.A eA~TVU.~c::s;uc... Subcontractor and Address 2. .so,,"!"" FU>1Ll1>I\ l:ll.~p."!".o.., 3. SOl\- M\XL~u. 1-I~'/wj\'U:> ~"""'?-. 4. U~l:)t;;:~..t..R:.OO~ \1't'"1 L.'TIc::.~ '\!.l...V<O wl\.-r",,.., 5. S~1:> + 501> C.VU'" (..01>&, M-yt>-ec> tion Inc. Date: 06/09/10 GC-P-4 STATEMENT OF EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude completed within the last five years is a judge of its experience, skifl and business standing and of its ability to conducl the work as completely and as rapidly as required under the terms of the Agreement. Proiect and Location Pine Ridge Government Center 1. 15650 Pine Ridge Road Ft.Myers, FI Reference Lee County Government 239-533-8303 Collier County Hank Jones 239~774-8380 South Regional Library 2. 8065 Lely Cultural Parkway Naples, FI 3. Estero Fire & Rescue Administration Building & Sitework 21500 Three Oaks Parkway Estero, FI Estero Fire & Rescue District Ed Dwyer 239-947-)473 Golden Gate Fire Rescue Chief Donald Peterson 239-348-7540 4. Golden Gate Fire Station #73 & Central Admin. Headquarters 14579 Collier Blvd Naples, PI Collier County Blake Thomas 239-774-8380 5. Golden Gate Library 4898 Coronado Parkway Naples, FI 6. Lexington Middle School Access Road & Sitework 16800 Bass Road Ft Myers, Fl School Board of Lee County Bill Moore 239-479-4201 BY: ction Inc. Dated 06/09/10 GC-PM5 TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, laws of Florida) effective October 1, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Units of Unit Unit Extended Measure Measure (Quantitv) Cost Cost (Descriotion) (IF SY) 1. SLOP 110 t.... t...1i" 1.6'1 \ jt,1~ Jt\,89\ x"x 2. N1oJA-Ceot2-I/'>(. l.o: II:!"l! $S~ dll.,SSs. yX 3. Ti'IELlUI ~H lEU) ~ \I>ef\ <i .,0 r:Jt U, 'ii9 D ID~ 4. -- 5. TOTAL $ \S,"b~ Failure to complete the above may result in the Bid being declared non-fa ponsive. Dated 06/09/10 'on Inc. BY: GC-P-6 cJE~r Count:y _.........~~-=-. Ac1mJl1istratl'Je ServIces DI'JisiQn ='uTI::h;J~.jng Affidavit for Claiming Status as a Local Business BID #:10-5498 (CHECK ApPROPRIATE BOXES BELOw) State of Florida (Select County if Vendor is described as a Local Business [ZI Collier County o lee County Vendor affirms that it Is a Jm:al business as defined by the Purchasing Policy of the Collier County Board of County Commissioners and the RegulCllions Thereto. As defined in Section Xl of the Gollier County Purchasing Policy; A "local business" is defined as a business thai has a valid occupational license issued by either Collier or lee County for a minimum of one (1) year prior to a ColHer County bid or proposal submission that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Posl Office Boxes are not verifiable and shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well~being of either ColHer or Lee County in a verifiable and measurable way. This may include, but not be limited 10, the retention and expansion of employment opportunities, the support and increase to either Collier or Lee County's tax base, and residency of employees and principals of the business within CoUler or Lee County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. Vendor must complete the following infonnation: Year Business Established in IKlCollier County or 0 Lee County: 14 Number of Employees (Including Ov..ner(s) or Corporate Officers): Number of Employees liVing in ~ Collier Co rJY or 0 Lee (lncluding Owner(s) or Corporate Officers): 24 If requested by the County, this affidavit Failure to d 48 rue. Dale: Title: Vice President 06/09/10 Signature: [X) GOlLlER COUNTY o LEE COUNTY nd Subscribed Before Me, a Notary Public, for the above State and County, on this 10 . d1/L- 9 Day of Notary Public My Commission Expires: ~h, 8j dO\~ (AFFIX OFFICIAL SEAL) ""';;;'''''''''' TARA BUSCHUA !.rA~;;. MY COMMISSION t DO 964359 ~~kg EXPIRES: Februa~ 23.2014 ~fj.."",W" BcmledThruNotaryPubUcU/ldeMTiters "'..;.~ GC-P~7 cJE:rr County ------~~-- AdmnistratMl Sp..rvire$Divlsi::m :::..iI""...h;:lr~nQ Immigration Affidavit Certification Bid # :10-5498 Title: Marco Island Executive Airport Construction of Taxiway and Ramp Expansion This Affidav!l is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid (ITS's) and Request for Proposals (RFP) submittals. Failure to include this Affidavit with proposal will delay in the consideration and revielNing of vendor's proposals and could result in the vendor's proposal being deemed non-responsive. Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.8.C, Sectlon 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA'l Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A (e) of the INA Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to abid Collier County Employment Eligibility Verification System requirements regarding this so' itation. Company Name DeAngel' ruc, Print Name Signature No entry Title Vice President Date 06/09/10 STATE OF Florida COUNTY OF Cn 11 i pr The foregoing instrument was signed and acknowledged before me this ~day of June 20.1..Q, by who has produced as identification. ,'''''''... '&n&BUSCHUIl ,i'....~. T_ ::*: ~'J:i<:':..-: MY COMMISSlON # DO 964359 ~:.A: :",j EXPIRES: FebruaJY 23, 2014 '%'t..;;;.....'If Bonded Thru Notary pubnc Underwriters "II"'" Notary Commission N The signee of this Affidavit guarantees, as evidenced by tile sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. Collier County reserves tile right, at any time, to request supporting documentation as evidence of the vendor's compliance with this swom affidavit. GC-P-B Upon notification that its Bid has been awarded, the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents. The bid security attached is to become the property of the Owner in the event the Agreement, Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth, as liquidated damages, for the delay and additional expense to the Owner, it being recognized that, since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a timely manner. Upon receipt of the Notice of Award, the undersigned proposes to commence work at the site within 5 calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Bid within two hundred forty (240) consecutive calendar days, computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner within thirty (30) consecutive calendar days after Substantial Completion, computed by excluding commencement date and including the last day of such period. Respectfullv Submitted: State of Cou nty of Florida Collier Norman Gentry , being first duly sworn on oath deposes and says that the Bidder on the above Bid is organized as indicated and that all statements herein made are made on behalf of such Bidder and that this deponent is authorized to make them. Norman Gentry , also deposes and says that it has examined and carefully prepared its Bid from the Bidding Documents, including the Contract Drawings and Specifications and has checked the same in detail before submitting this Bid; that the statements contained herein are true and correct. (a) Corporation The Bidder is Florida DeAnqelis as follows: a corporation organized and which operates Diamond Construction Inc. eXisting under the laws of the State of under the lega! name of , and the full names of its officers are GC-P-9 President David Diamond Secretary John DeAngelis Treasurer David Diamond Manager Norman Gentry The vice President contracts for the company is authorized to sign construction bids and by action of its Board of Directors taken , a certified copy of which is hereto attached (strike out this last sentence if not applicable). N/A The Bidder is a co-partnership consisting of individual partners whose full names are as follows: (b) Co-PartnershiD The co~partnership does business under the legal name of: (c) Individual N/A The Bidder is an individual whose full name is operating under a trade name, said trade name is , and jf DATED legal entity BY: Witness Name of Bidder (Typed) Witness Signature Title GC-P-10 STATE OF COUNTY OF Florida Collier The foregoing instrument was acknowledged before me this ~ day of Jnne ,2010, by Norman Gentry as 'iT; ('I" Prpq; np.nt" of DeAnqelis Diamond Construction Inc. , a Florida corporation, on behalf of the corporation. He/she is personally known to me or has produced oersonall y knOVw'TI as identification and did (did not) take an oath. A My Commission EXPires:'teb ,d'3>, d.O\ L\ ,-fJJCJ", ~~~ ~.Signture of Notary) .'~'i;..~:~ TAAABUSCHUR 12 ,. t.~'A"fj; MY COMMISSION 100964359 NAME: (1\0.. . !::J.J""-C )\u( ~~){] EXPIRES: February 23,2014 , "'~iif.~~~'- BondedThru~\aryPllbIicUnderwriters (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, Slate of t=:L Commission NoJYCl C{ La '-t "D q GC-P-11 BID BOND KNOW All MEN BY THESE PRESENTS, that we DeAnqelis Diamond Construction. Inc. 6635 Willow Park Dr. Naples, FL 34109 (herein after called the Principal) and Liberty Mutual Insurance Company, 175 Berkelv Rd, Boston, MA 02116 , (herein called the Surety), a corporation chartered and existing under the laws of the State of Massachusetts with its principal offices in the city of Boston and authorized to do business in the State of Florida are held and firmly bound unto the Collier County Purchasinq Department. 3301 Tamiami Trail. Naples. Fl 34112 (hereinafter called the Owner), in the full and just sum of Five Percent of Total Bid dollars ($ 5% of total bid ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as #10-5498: Marco Island Executive Airport Construction of Taxiway and Ramp Expansion Bid No. 10-5498 NOW, THEREFORE, if the Owner shall accept the Bid of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in acccrdance with the terms of such Bid, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Bidding Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $ 5% of total bid noted above as liquidated damages, and not as a penalty, as provided in the Bidding Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and sealed this 20th day of Mav ,2010. DeAn elis Diamond Construction Inc. BY (Seal) Principal Surety ~- (Seal) Joseph C. Brickner, Attomey~in-Fact Countersigned Local Resident Producing Agent for Dawson of Florida, LLC, 1615 SE 4yth Terrace. Cape Coral. FL 33904 Allll~a1Slalemenlrcrl1lB)U'"2C09ofCVI.~~Y.~I!~II:~?'!~.~~~. ASSETS t.SoncIII~D).. lSlt:dIJfSdwdlIcO): 2.1' PrelillR.hb:kl 2.2 O::nvnonl!octl 3. Mc:rtJl9fiolnlonlNlisijlC'(5dWiii$a;:" 3.1 FlIII_ a~ 0tllJ1Ul.ir!t..e,m. 04.RBiI~{ScheQJI9Aj:\" ~.1 ~elllCQIJ:fl>>b~lIlfIeotIIpIIIr~I.... ..00tI'IaIlI1brllmJ. 4.2 PrDpedwhMIb'lIMI.pm::!ldonDl'lIlcotne(iDea$ "'.. ....QMClImbJances) 4.J ''~1ldd100alel.$....__..QenronlbrlW'lCe3l>.,,..... 5. Cash(1 ..~.~,SdmJJeE-Pa111,eeh~NaI8nIll($ ...~2.ng,~. SdliIlHE.Pld2).8lIdClQ1.lerml.lwe:slnlei1b.($ ..m~,&!!3J&:mduleOAI 5. ,Cab:ttull.s~dl/llilgS ._........OP~~). 1. OMinmxI_l:I{6dt!duldBA) 8. ~uRRQI"" .. g, AgJlII(jft\lde.htfD,ilMSi6d8Ueii'. 10, Sal:.II"l;;Uhtlld~_ls(liift'ib1i)':..... ......... 11. TlllllpIMbleslSS ..".....'O'cUgedoflrtr'l1!lelmul'ltllll1M. 12,lnl'lllltnlnllllllllrlllll1ltltllfacaued 13. PrwriLnsand'lXllIStIl!lllIlor.s: 13.1 ~pr~8I1d"15'bi;~tlIh6COJrse.oIO'J1~ 13.~ O8IIlnIdptellli.ml,~'bIll&neeehfiMlolrnelllstlool<ecfb.lt~" Mdtd:.l1J&(lndudi1'l31 O_81ll'1I!ldbtd:IlIIbiIJedp'twlIkl/MJ 13.3.Atclved~M!pr1JIriuiM" ., . 14. Rall!llno\C:e: 14.1AlIXllIlJa~froml'll~&l.IM . f~.2Fulldllleldb'torde;.miled.r8n.w'rGcj~" 14.3 OhsancJU/ltl;/Q'I3b1all/lde(t'I!lnsullncttolllnds 15. AtnountIn!lla~nbILlltlatiJl{/lol>>llaw~pbins... ,...,......... fti.i CtQal/iedeRJ8'lCIbWgIlh:vllle!axl'llCl'JYl1l'8tatldlll8l9SllhalUCtl 1e..2~dtItrredw:.as.w[ 17.GLlnItyblds~Cr.ciiciipc.it. 1&Elo:m1i:;cru~lIllui]mlntm.i.o~" laFullibnneqJipnenl,i1dlllft1ghD\'1,*,~.~"$'.' '.'oj,' 2O.NeI~1II1111e!.7~lIIbilil:lal1lu6tofMiOnelr.Chal'9Oltl8a. 21.RllClivlIblIIfrcraparenf.IU~.ldIlllill"te, 22. HutllCft/$ . _ O)JrUdherllltG.L"llsmoei~abie 2J.A~~hothi,:i,..,rn~JA$ . ,. 201, TCllaI"'exdLl:lqjSepnle~fI1I,Segeg8tbd'Ax:Wu~~'~' Pn:tadedCd~ls(Ura1ttll)23J .... .'.......,......,...... 25. FlOmSqwalt.Acl:rJ.Ir1I1.6egeg*'dAimWil$'aooPtOOlCttdGllI'IAoxunts 2e. TWI u,..24$1C1 . DETAlUIOFWR/TE./nLINE8 ""l .." - 0098. S'Liimiiici"riw,i~i~~';truneC9'hn(Md~p.;gi . 0099.TlllIIa LkI.090f tlOCI3 09llll $aIlcMl' . 230t, CIlh&mrdBfV_tJelnaQnaa 2300.AIIlQJ~I$~~~hdad~~' 2>>J. ODIcrmlh 2198. Surnmwyot_~";;g.~.b:une2i'liCni~~' n99. T~I Lne:s2J01 h2303 u..2 1ICl23atxlYII Q!l\1IlllVI8I' , F'lbYear , ..... ..!M?:!,7~,~ 1!l2,916,3fe S,t~,~~~ ....~1~,~,?09 NonRII/lliUI!d ""'" ~AI!mll1<<l' A'" (Cob.1..2J .......... ....... . .11A~?~.~ 11~.m~f. 182.976.318 1S1,319.7D15 ...~j~~ ~:'~,~,#f~ . .~1~,o:p,!~ .. .~.I,1SI1,~~ 331,179,530 .. '978~ 331,119,~ '9ia~ . . ~~,~B'p~ Mm,~ ....~4,~,4~ .::i1i:~:i. ~.~~~ ,l..~9,;ll1!!,~!6- ...:: : mm .: :~:rG,#4.41~ ~.1ii,3tul3 .g~~1.~ ....:.~~~ ~!1'?9.?~.~ ~,~~~ .?:8,~,9~ .,~,~,~!!~ j~.j~.~ .i~,j~)~ i1<!,j~?~i .m~?.(3. .14.?~~~ ~1~.!!~~ .~P?1..89!!.?24 . 1,~~~~S/),~ ~.~.W~ .1,51lt~~,9T.\ ,t.~,~~,l50 .~,~6,~ .~~~,~11. 3{I3~!l!!1 .~~,,,",l'i~ 5!t3,195.501 ....5f!I?~~. .1~.~,~ 'j~,~~~ .. .!7.~,~ .. '2tD9a' .1j}1~ .. j?#i~ ..", :*i;;~~ :~~,~,~i!Q :::*~~,i#?,~ .. ::~,~,~ :r.!~.?ri1,~ l.'~~,~ .~~,~,m : ~~.~t,~l:~ .;p,~~~~ ...,.;P,~.~~ :~lWI~,~19 .6~,~~ .. .. ~~l,~ 1~,91~,??!! !~.Oj4.~~ :#6,2~i~l7 $iQ .. :~~,~ .. :~j~j~.~ 716,856.703 i99.ili9SS 6751Oi7i.7 .. 'li!i.iiri.l:n .~,~?q,!~~ ,~.1q&,f?~ . ~.w,~~,53:i . ~~~.!~,1~ 35.410,142.900 106.425 34.830.411.535 3.2,Sl9788186 $33,2&4,3913 ....H;i,3i9.200 . '1i2';fa:~91 ....2753cliiri 7158567113 383,28(,~ . .. in.2GC,;~8 "~,&ij.GS5 "~5ii,6;~ f)fft 141 348,631,523 .... jG5,1~g48i ....i~i98 .......o.l2D9i m.4al,Xll '::.:::i15.~: ...~,~~~ 3S.949.S5G .o.ftJ'''..... .. """-"..,.,...ftIJ'.......,~-~-..,...""..."''-'__oI"'''',~.........flOl.....____-.aJaI~__ --...-,...,."'fIIIIIl.....,..,.htll'<l_n",,,........_.IttlfI"loMlllllod,_""N--.~._._........I"'* ~-...._.-Wlt.lfllllllltllO_""..._..._..."..._..._""..~--V....~........,_..... ...."IIlf_..._......lII.._-.c....___Hlol~_......IU.IC"'-__.....~_""'-.._.... 1o......l'lC(lI...........,-...Cll....__..................._~.......""""lt_'"'~ ~lt..._"... baoIodp<t_IoW,~.~llI_....III!o....,lf...._IIIioorI...~..."""'......... .. twe._.......... .~I:r~-.....-.:IlIIaI"'...-~IN_a<G...,."'n.-w.,_~",..oI...1o 10...._0<1 DW- ~Bt --, , \Ico,,"-I_ [Dot"'.'" '(. ~~!!~O~+- ... ~...,U~~':1-""'" ~{.Q" ,o..14,~~\ \ >!i~_~\ \ i ... ~ WI!' \.\~:I ~"'~~rsJ.C~'" ."........ 2 NrluIISbWWdb'Nl'W2OOlIofl'lt .~.~~~~. LIABILmes, SURPLUS AND OTHeR FUNDS ""'Yw t.~ll"aU""'I.hII5,Q:i,lmIl. ...... .... -~ ...........GI'>fIIIId...n'-~~~~,P1I!'.OcMme) 3. c.-..........,...,.~;.q..t:l:Ilr:aol~."....... ..... .... 4. CIlInlIlIIIlN...~CiIII'IIltIItcIm!l:lIwMrtl:/M;M l. ClIJwf"IIlfI*IM~-""__fIIld_L. _..". ........ ..." ...... ..... ,. T...__..r"'~1DnIlnbil9lft:cmJ"1 ...".. 7.' OlrMII.iItIqlllJlbt9>"=-...~J ... .D:t;III--apIl!I,nlbl-D T.2tolt"'lIIl~ ..............,.......... ..~IIlOl'IlII'1... ....tnlillllnll.....I.... ..~.... l. ~~~lA,U'llIa(~~(_~lftM<<IFf8lNrIIb"lKlId ---DlI.:t.mw,~..~....,.__arl .........~. 11J.~~................. ....... 11.~del:In:IdLrlI*t 11,1~.. .....". :,_\.:,Il.2~...................................... . 'll.CrdBl:l~ftIrira~~lII~~ , .' 1:1. ....,.,.,Gl'llJWlfIl'llll'**-.....flli:Ml.'o~,P.u.~\'l " .M. MD.D.-nddlll,...bJ~b'_f:l'*-'. ; ~':'-'.e. ~1a!"1IlI,**, ,,'ll'!MlDrttr~~',NI171 ~, fT. fIot........~...IIII,...._~/cnI;IaRtql_ ';.~l!lrdl~.. ...... Ill. '"Il'II*llIPnn,Ulldntwl..... :::._~ ~tr___.. ........_. . .'.21. UMr.JhU'itI/Illij"'~_ . '21 ~"*" ... ...C..-.dw..twW!1 ... .0.. .r ,23\....~trliatialll.. ......... ......... ........... " ,.;it T*....-*dI1IJlll*r*dall~(UooaltmqlZ1J \~...~'~IIIII............. ...... 1;~'.'.~._~ .TOW.....tu-lMIIlll2I1 ....P .." ..... ......... .... -;:~,.,''ll,~lIIIINIItrllpldll..,.,._... iI.~CIIIiIIl*dt........",.."....,.,..,...... I';.' it. 1'l*IW-..1lt:tt ....... .... ..._ rA "..,....~tr"*lhIn~...f.I'dI .:J1.~..................."...................... I-'-..n .<bI_~n~........ ............ ,.1> ~'lllclH~J ............. ., ~. ~n..y**-.at :~U .. ....l!:~Q:rIWIlll!II___'rGldldhlftdIU.. .. iH.2 ..........O.DB'"**'(YIlutl'duded..LN2Ilf ~'~.lBpdr~tu-'ZI'tl33,...31t~4,lb.391., .' ... 'rlIl ~IPI lheIXCC;l.3I -~~,~,~ ....~~~~ ...........~~ !1~ ......;K~~ ....!I!l!.~,ffi ...~~ .:MI'~7: ........ ... ..1~m ....~'7,1~~~ .. ..'I..'!~,~~!!'3: .~,~1!l': ._~>ll!l! I .1.. I ":J.. .......~.q\~ ..... .~~ ..l\&~,~\S: .."c2oi~ ..~..~ +......-.. .......:.I...'O~ .............1::. .........1~~ .....I:..l",!'(~ ....... .. .'>'JIm.>!!... .........\ ...~~A1V~ ..... hlh.... ..h. ..OJ... ..~. ..............1 , """ ~ ta'AUCI'MflEoIIl.IE& :.q)1'~.IJIII1~~~.. .:.2)J2.~.~....,,,..........................,,.. .,;..~~.t;.:~~.. ..... ....... . ..tM,. .fllMyllll""",",-~~LbatJ___PIQt .":23.. td*tu. 2:IH ~ _ . f.~.>>.c'I. ~'~~~~'P ....21'O'l.~~.~~.............. '.l1O!> ......h....h h.. ........... ... .......... '.h .~ ~rI...-q~b'~Zltan~1l'Ilf .... """,- ~...., .-{:~~::,::................. .::::.::::::".. :';0:0. .,.,... n...... .. "....... ........ ~,.- 9.llIN7lJh~""",,b"lN3l;IbllOldow_ ... '_,--T_lUla::JlIJl :!Oib;M1 .......~l~A~i .."10~ ......~,'~ ".,,"'" OM .....~~~ ..-,!1)o41!.. '~ .........:;.,~. , <eo ...1AfJ,~ 1220Jal _II ~ "..,,~ ...,,~ ... ....'"~~ ..~.~ ...!\- ......~~ ........~~~ ..~,~l!5..l~ ......~~ ...3~!!\l,m ....~Q'!~ ...........1,1~ ..~ ......JAr(~i~ ......~.?O;~ ..~~.!t!t ..~~~ ,..tW5,m ..1~.W,~ .. ~,;,;-~;.. ..........~.~~~ ~ '" ....~~~1. .......~~ ........I..~~ .......m~m ......~"""" ..... .2,1:y1.~~~.. 11l3SC.73U18 11. ......~t.m~ ""... ..~-?fM7~ .... .......nO~"/QIl: ..W~.J:ll:t .,,,,, ......!~ Lt! 'kk;,'J- --...... -- ,. ~""'____'Wl c.. ~ 1"*"_1 . ~v"'.....W.'UT_ '"" "'-MIl_loliO~............'"' ~ ~oI ':7Q.~ .1I1Il,., .;,'!~ r . .y A ..b""...........-;'l b,~.., 1........_....- '_k l._rt__ I~ty. [I'" 2633921 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney mnits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASsAcHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By~law and Authorization hereinafter set forth, does hereby name, constitute and appoint D. MIQHAEL SHERMANiJOSEPH C.BRICKNER,lInATTHEW D. BEVINS, STIeYEN C, BUELTEL, ALL OF THE CITY OF CAPE CQRAL, STATE OF ELORIDA. ....;..................:.,...ou...............,..ou..............:...::......:ou.:.........m........mou....m...m...... . .. . ..':--'-- ,._-_.-.-",:-,--- - '.--' .-','---' - ",-' .......................,................~..'.u..;.:.......................................................-...,..;............................u.................:"~~.-~1(;~................................... ...._':: 'C"C'-,.-"_.' -'-. -" '. _....,. '-':-.--',"":. -'-'.c': , each individually if there be_mo'r~"-itlan one,n'~_iT1f3_d, its.tf:tJe,:?pd lawful attomey~ir:Hact to.-.-I11_?k_e, eX~9l,i-'~, seal, ackn~wJ~qge and deliver, for and on its behaif as surety and as Its act and:'dae_.d,an...ii."".dall undi. eitaJdngs, bonds, recogniza. nce..s-a.".d otner'"$.Utety obligation.s.. in. ,:.the penal sum. not exceeding SEVENP( AVE MilLION AND:'O,Ol100~"~*~*u******U!~~ . __-POLLA~($ 75;000;000.0 *****-:'_'::'--"_: . " ,. . ) each, and the execution of such undertakings, bqpg~'f, _ r.~cqgDizances an.d_, (lther surety oQ,ligations, in :-pursuanc_e-' ,ot:.these pres~n_ts,~ ,::shall.. be . as binding upon the Company as if they had been duly signed):iY:. the president',l;l_nd:attested by thE') secretary of the Compatly_ln their own prop~r persons. .: '0; o 0. '" "C.;. .lll::UJ c'" ta,!:! .oC ....;f! .- .. 'tI" em "'" -" 0- ~,m CD> =- "," -" .'tI C'- ..'" o_~ -~ aio -", 0_ c.. .~ lD_ ",,,, lU'" "'~ 1::,!:! 0.5 e . '-~ 0" ....}". ",.. :=0 lUC >'" at: zil >. .. 'tI '" '" '" c '0; " .0 ,.. C lU _c -0 ~... ,..W ",LU EE .so. <ig ....... 0"- ...;;"C "'c ;:0" Oe "-.. .!!o .<:0 -.. _m Oc ,..", .o::C1l :2~ -'" ~~ ",0 .<:"- _N e'l' ~N '-'M 'EC? 00 ,,~ -0. to I-~ By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys.in-fact: Pursuant to Article XIII, Section 5 of the By-Laws, Gamet W. Elliott, Assistant Secretary of Liberty MutuaJlnsurance CompanYi is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seai, acknowiedge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations; That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Uberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 27th day of Auaust 2009 LIBERTY MUTUAL INSURANCE COMPANY COMMONWEALTH OF PENNSYLVANiA COUNTY OF MONTGOMERY ss !~<':::\ ,;, ,IJ: ~'1~" 4 &/- ca~ Elliott; Assistant Secretary Bye Garnet W, .on ttlis ~ day of Auaust , 2009 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknqwledged that he Is an Assistant $ecretaryof Liberty Mutual Insurance Company; that he knows the seal of said corporation; and-that he executed the above Power of Attorney and affixed the corporate seal-of Uberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. _~~s~::~~~r%:~H . ~ o:w ~.~~ unto s~~,s~cribed myn,~~e,a~d:.-~ffi.X~d my notati_al.-s~al at Ply~quth-~:e~t!Dg'_pennsylvania, on the day and year tl'''' .......~~ <;" ..' 'COMMONWfZ~.:~..'?;~ENNSY~J~IA' - ~_:::,i-_.'::_---:' "'-'~'-"'_ T~res?p.l/SIl!IIB~ Notary PUllloc , . . .' .' .'- . . ' ;'.' . PlymOl.dhT\''jl,,-~tlt[iamery Counlj' J?y- '.... .'. u, '::_,_,' MYC""lr~1.9SIp!1.&jl..fra~M.""'. 28.2013 T'~ P" fH' Nt. p.b.r- Mom~!,p~M':~~fIIA:1'0C..ti<>nofNt't.rI.' . er.sa 'El.~.e a, aary _U .lC_: CERTIFICATE I, .the uridersign~d, Assistan" ecretaiy,..:6(l.!.~_erty Mutuall~@r~ri_cl3: Compa/iy; db herebY--~~,~iJY that: ~he"briginal p~:w.i_er':ofattorney of which the foregoing is a full, true. and correct copy, is in full--1-qr:ce.and effect on th~datEf Of.-t~js,_'certificate; aDd_J. <;1.0 furth_E1f"ci~_~ify:'tf1~t thE! 'pfficer or official who _executed the said power of attorney Is ,an Assistant Secretary speciallyauthorized:--by the chairman or-the_presidenltd',appoint-attorneys-in-fact as provided in Article XIII, Section 5 of th_e By-laws of Uberty Mutual Insurance Company. . ., This certificate and the above power of attorney maybe signed by facsimile or mechanically reproduced signatures under and by_ authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever. appearing upon a certified copy of any power of attorney issued by the-company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this "\V'\CL-\ ' 'l.6 \0 . L. C> -<'- day of &".'~ (fsr,o~~1 ~h:' ff! ~'~9 State: No funds received pursuant to this contract may be expendedfor lobbying the Legislature or any state agency. Add A new forms after the "BID BOND" sheet GC-P-13 as follows: Prevailing Language: Wherever the terms and lor conditions of this Agreement andlor Attachments duplicate or overlap, the provisions of the terms andlor conditions that are most favorable to the County and/or provide the greatest protection to the County shall govern . BUY AMERICAN CERTlFICA TE (JAN 1991) By submitting a bid/proposal under this solicitation, except for those items listed by the offeror below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufacture product, is produced in the United States (as defined in the clause Buy American - Steel and Manufactured Products For Construction contracts) and that components of unknown origin are considered to have been produced or manufactured outside the United States. Offerors shall refer to the lists of articles, materials, and supplies accepted from this provision included in Exhibit I, Supplement General Provisions, pages 11-24 through 11-28 PRODUCT: COUNTRY OF ORIGIN: /oJ/A 06/09/10 (Name of Bidder) (Date) Title :Vice President EQUAL EMPLOYMENT OPPORTUNITY CERTlFICA TlON 1. Section 60-1.7(b) of the Regulations of the Secretary of Labor requires each bidder or prospective prime contractor and proposed subcontractor, where appropriate, to state in the bid whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and if so, whether is has filed with Joint Reporting Committee, the Director, an agency, or the former President's Committee on Equal Employment Opportunity all reports due under the applicable filling requirements. In any case in which a bidder or prospective prime contractor or proposed subcontractor has participated in a previous contract subject to the Executive Orders 10925, 11114, or 11246 and has not filed a report due under the applicable filing requirements, no contract or subcontract shall be awarded unless such contractor submits a report covering the delinquent period or such other period specified by the FAA or the Director, OFCC. 2. To effectuate these requirements, the Bidder shall complete and sign the following statements by checking the appropriate boxes. a. The Bidder 2L has _ has not participated in a previous contract subject to the equal opportunity clause prescribed by Executive Order 10625, or Executive Order 11246, or Executive Order 11114. b. The Bidder L has _ has not submitted all compliance reports in connection with any such contract due under the applicable filing requirements; and that representation indicating submission of required compliance report signed by proposed subcontractors will be obtained prior to award of subcontracts. c. If the Bidder has participated in a previous contract subject to the equal opportunity clause and has not submitted compliance reports due under applicable filing requirements, the Bidder shall submit a compliance report on Standard Form 100, "Employee Information EEO-1" prior to the award of contract. Dated: 06/09 2010 ( By: Norman Gent Title: Vice President DISADVANTAGED BUSINESS ENTERPRISES ASSURANCE To meet the requirements of the US Department of Transportation Regulations Part 23 all bidders will provide evidence of the methods they have used to meet the disadvantaged owned and controlled business goal as published in the City of Naples Airport Authority Disadvantaged Business Enterprise Plan and approved by the US Department of Transportation. The goal for utilization of Disadvantaged Business Enterprises for this project shall be ~l!l~ of the total dollar value of the general contractor's bid. The bidder shall submit WITH THE PROPOSAL, an assurance stating the percentages of disadvantaged businesses they intend to employ on this project. At opening of bids, the two (2) lowest apparent bidders, or as requested by the Owner, shall submit the following information: 1. Name(s) of disadvantaged owned and controlled business subcontractor(s). 2. Description of work that each is to perform. 3. Dollar value of each proposed disadvantaged business subcontractor(s). THE FOLLOWING STATEMENT MUST BE COMPLETED AND EXECUTED BY ALL BIDDERS. This firm assures that it will utilize no less than ~ .0 % Disadvantaged Business Enterprise (DBE) participation for this project. uction Inc 06/09/10 (Date) THIS SHEET MUST BE SIGNED BY VENDOR BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Purchasing Department BIDDERS CHECK LIST IMPORTANT: Please read carefully, sign in the spaces indicated and return with your Bid. Bidder should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The Bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. Any required drawings, descriptive literature, etc. have been included. 5. Any delivery information required is included. 6. Immigration Affidavit Completed 7. Certificate of Authority to Conduct Business in State of Florida 8. If required, the amount of Bid bond has been checked, and the Bid bond or cashiers check has been included. 9. Any addenda have been signed and included. 10. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 11. The mailing envelope must be sealed and marked with: <::::>Bid Number; 10-5498 ~Project Name; Marco Island Executive Airport Construction of Taxiway and Ramp Expansion <:=:>Opening Date 12. The Bid will be mailed or delivered in time to be received na later than the specified aDenine date and time, otherwise Bid cannot be considered. ALL COURIER-DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF HE CO R PACKET ction Inc. ice President Date: 06/09/10 GC-P-14 c~ County Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 Administrative Services Division Purchasing ADDENDUM Memorandum Date: May 13" 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Su bject: Addendum #1-ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion' The following clarifications are issued as Addendum #1 identifying the following change (s) for the referenced bid: 1. Site Visit will be held May 14, 2010 @ 10:00 am. Participants should meet at the airport terminal building located at 2005 Mainsail Drive. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie AddendumTemplale Revised: 3J25I09 1 Co~ Cou.nty Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 Adrninistrative Services Division Purchasing ADDENDUM Memorandum Date: May 21, 2009 From: Scott D. Johnson, Purchasing Agent Interested Bidders To: Subject: Addendum #2 - ITS #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #2 identifying the following change (s) for the referenced bid: Modification to the technical specifications 1) Delete table of content and Replace with the revised table of content. 2) Delete item 104 "Prevention, control, and abatement of erosion and water pollution", 3) Delete item 145 "Geosyntetic reinforcement" and Replace with the revised item 145 "Geosyntetic reinforcement". 4) Delete item 160 "Stabilizing", 5) Delete item 327 "Milling of existing asphalt pavement". 6) Add new item P-150 "Asphalt and concrete pavement milling". 7) Delete item 530 "Riprap" and Replace with the revised item 530 "Riprap" 8) Add new item P-156 "Temporary air and water pollution, soil erosion, and siltation control". i! ';ffh() '> ~ddendumTemPlate evised: 3/25109 1 '; Co~ County ~ - Administrative Services Division Purchasing Email: scottjohnson@colfiergov.net Telephone: (239) 252-8995 FAJ(:(239}252~588 ADDENDUM Memorandum Date: May 24, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #3 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion' The following clarifications are issued as Addendum #2 identifying the following change (s) for the referenced bid: . Delete Exhibit 0 If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie Co-"County ~.(L>. __ Admlnislrative Ser.fces Division Purchasing Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM Memorandum Date: May 24, 2009 From: Scott D. Johnson, Purchasing Agent To: Interested Bidders Subject: Addendum #4 -ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #4 identifying the following change (s) for the referenced bid: . Add Exhibit "0" as clarified If you require additional information please post a question on the eBid site or contact me (contact information above). ' c: Robert Tweedie 1Ifr- AddendumTemplate Revised: 3/25/09 1 eoltr County Administrative SeNires Division Purmasing Email: scottjohnson@colliergov.net Telephone: (239) 252-8995 FAX: (239) 252-6588 ADDENDUM 5 Memorandum Date: May 25, 2010 From: Scott D, Johnson, Purchasing Agent Interested Bidders To: Subject: Addendum #5 - ITB #10-5498 "Marco Island Executive Airport Construction of Taxiway and Ramp Expansion" The following clarifications are issued as Addendum #5 identifying the following change (s) for the referenced bid: 1, The proposal due date has been modified: Proposals are due at 2:30PM Naples Local Time on Wednesday. June gth. 2010. 2. Questions will be accepted until Tuesdav June 1st, 2010 until 12Noon Naples Local Time. If you require additional information please post a question on the eBid site or contact me (contact information above). c: Robert Tweedie Addend)jmTemplate Aed; 3/25/0; ~01u~r . AG#38 S G 15 8<D~AR~S~i~lal~~Ji~~~~~~B=L!l~IONS'.".',...E'. ..~...."#:..'..L...'.Or.!~8....':.~.'.'.-.'o:.i.~-.'...:,;>.....,.15...~...~...I,~.;.,..o.~.::.',.l.......r.:.:o~.'.r,.~.-.',~.o'.;.....:,::l.! ..>:;.'~.-.:::;-.-_..-<...../i::::.~.f~~._~~;::}:}~7.~(~i::~>ri_:'_:.,';.'~: ",! <:"." . -<~_:'::.:. :,' . - - . _ I.::t _ ,..~_. - - LICElNS~:'lIIBt<;';~( "'Xii",,,,', ::. . . . . ... "."-"::", -.:., ':"._,'.~:;;--."::':~-"":;~".'.'.::;.-.;.>' ~'-;",::":~::..,,..,,-;~-,;_:,',':"";:: 07 i.~5i2008 076529735: CGC63.7'3.3;5.~,;,i~€~~~~<;~~;.\-::ic~_~;~; ,-. The GENERAL ;C6m:RACTOR.>i/ Named below"'IS.CERTIFIED <<..C, .,;r_J1~ , . . ~~i~a~f~n P~~I~~i~~g :gi ,c~~r~:t~ ~~~tf'~;~i.'.'/'" . '.' '.. DIAMOND '...DAVID....B. .'.'....;".;[,~\!Jt;tv~,: ,.~,\';';,~ir,.""'" . DEANGELI S DIAMOND'.:CONSTRUGtPiEGN.:mC.. ";"',"" . 2 8 6 5 0 ALTESSAWAY."#201.?"".!;',c( ';;->.,."',2"":,:;\,,. BONITA SPRINGS . FLjiflj5'J:".;;~, ': ..',' ..,.....~W~g~i~i .... .;~~;I.~~~f~~~l...~~;j,D-,.}_..... . --.'," '." . ':::.:-:.DfSPlJ:\Y?AS--::REQUIRED BY LAW "', . ~;. . ' . '),OR04?3' AG# v Ou.O _ . .' ...........,...;i:,:;)f{~~tf~t~FgKE~9~.IDA.. .... .., DEPAR'l'MEN'1'OF:BUSii:NESS'AIiID'.PROFESSIONAL REGULATION .... .. ..' ,....,':,CONSTRUG.W~ONc'::IJ>/DUSTRY,LICENSING . BOARD " SEQ#' '. ..... .'.. I.- :-.. ,,:,:,;;>~::'~~~',::;~rt';.~;::\~~::~,'l:":0;~~i,:~<~~';,,' .. ," '. '.. LOB.aJ~200~~9 : - :r..IC!lliSJ;::i~~)~;S':j:",,6.; 07/22/2008" 0705'29723 CGbb58'5liO~'y,:;1:t::i;f,\1':' ~~e~~."i~~g*i~~~B<;i...l;~~co;i:,::~:',.:'- . Under the p:i-ovisionsof'chapi:.~:ft~~J3;\~;j;:$j" Expiration date :AUG .~:1,2010 ;Y:Hc,,~.'.\',.::: . .DE ANGELI S " JOHN'i;!.~;,".i~J~it;"~:%~it~~~~I(';',.",:"",:' ............... . DE ANGELIS . DIAMOND::CONS'.llRt(CTilON.:,:;rNCi.....,. '. . M~~ErrLLOW . PARK J:)RIY~i'g~~B~1~;:fg~~;I< " c~W~giST ". :;;;i~;0j~~,,~~'~",jf;..: .' .' 'DISPU\V'W'f.REQUIRED BY LAW CHUCK DRAGO INTERIM SECRETARY 1"~Q.489924'6'..' I.................. . ..... . '. ..' . .' -. .' - - ',' . '.. .' .. . . . . '.' '. . I .' '. ' .... .': :.,-' STATE OF.FLORIDA DEPARTMENT OF BUSINESS AIilDPROFESSIONAL REGULATION .. .' . CONSTRUCTION INDUSTRY LICENSING BOARD . SEQ#L10032500845 LICENSENBR . O'3/2S}:i6'io. 0 9CJ37S.298 .' CGC1518492. Tli" GENERAL CONTRACTOR. Named below IS CERTIFIED '.' ..:. Under the.provi sionsof Chap ter:i48g:. I;;xpirati6ndate: .AT:fG 31, 2010: ::>..;.; (:' FS. .,," GENTRY, NORMAN EDWARD . . DEANGELIS. DIAMOND CONSTRUCTION 6635 WILLoW PARK DR '.. '. NAPLES" FL 34109 CHARLIE CRIST GOVERNOR DISPLAY AS REQUIRED BY LAW CHARLIE LIEM INTERIM SECRETARY ""'~ Q g-iii" "-~"- o ~ 0 ~sg "'-3 ~." ~ X ~ " ~~iir :a.=:DJ -"<T "-~,, ~ _m =n5" ~~: "mm g:3sr :o~ ~ @-~ mm~ "I>" '<'tI)(ji" ~~ Ii" ~ ~" ~xo ~ -ii-~-~--- 5l.i5 ~ QOlff "'Crg~ ~ -0 3S::' ii-<! ~ -N- :70= !!.:!,g ~~ ~ 1,._ '< iil m . 0" "'-_ ~ ~ m m 2,.g l .g ::#'~ ::;-m_.~ ft S-.!l f- 0"'_ -<:"l!.... jij'"S ~ 1;:'"""\ " . -< .-, g ,.- ~ , g, /--,. " m ooz S;s;c ""I' s: ~~~ g~~ DOm zzS: nG);2 omO cz-< mmm ;;,~fJ) ~r on 00 -z g~ ~ " ~ - o o m s: " r --0-- -< m m '" ~. l .. ,,"CJ m:s::~ fr1grn ~~ f;~~t '--~ o '" A ;;; A ~'" ~~;;; f"~o Ace ~ 0 '" " .' '.. " z ~ r m '" ." r '" ,;: o '" '" '" N r ~ C 0 0 '" z 0 Z m ~ m m !'? r '" 5 ?? '" ~ "tJ "tJ ~ n :J: '" liJ 0 C '" n Z c '" 0 !') :E m ~ '" i'" m '" r 0 f" ~ 0 - '" '" "tJ A " " '" CJ " ,,.. .^<, - ., ". o hi ..-0 (j) "(~ ~ O~~ ~]o ::i ~ 0, 2: , , " / Ui .- j!;!"tJ -S; .' E-< "'" --i m--i '" C C :J: --i'" '" m ~ Ui OS; '" " '" >! "0 z z Om ~ liJ liJ X "'0 r m m 0." r r r Ui ~ ,Ui m Z m'" ~ c 0 oC:: "tJ 0 j; Z o!e " :J: s: '" ZZ " Z 0 m --im '" Z ." i1:l:l CJ c C '" 0 Z "'." " -<0 0 " --i'" Z '" 0", '" r rC:: --i '" m 0'" c oC '1 "0 r- 5 S;iii Z :;;;ll "'0 '--i 0 Z n o F m ;0 o o c --~ ~ o 00 ro rr --i mr :t: 9- - ~m cn<o;:u fg Cii~ \) o =i~ 0 moo c: ~~~~ ~ s",-< ""D' mo rc :;om:;:cc m~cncn cn-tm_ en moo Z m~:C m ~~~m :S:;;~i! OJ. <x !iJ~m ~ ~~ - 1ir> ~~;2 _om 03'" ." rm Oc ;!!", ~~ ",m ...", 0'" A.., '> Ex "'z -c ~s ~1Il ~m ~;o -->.. ::J;:::;! 0,,_ ~ 0 ~ "-~ "- o ~ 0 g 5 g ~-3 ~." ~ x ~" ~~;: -g=J1l -"0' ,,~~ .. -~ =5":; " .. ~ .." ~ " ~ ~ g:~iU ~ -x _00 a .c:::J 30',< m ![~ " ~" '<mijl o ::J _. S:-< (/J .... " ._-----~----_._~-~~---- m~a o-~ ~,g [ rilE-a -.." 30.... Fio< ~ -N - ;:1""0= ~~g 3"" "'~ ~ iDm o-::E._ .. ~ ~ ... o'..c ~ ~':i ~i[.a ..~.. ~!sr-p. '< .e" iiln ~ 0"...... . c: " " ~C'" !l, " m (Q '" Co> Co> ~ '" ooz S;S;C tr.tCl)~ ~~1'T1 ."."" 500 :'j:'j" oom zzg nG':l;R omO cz-< mmm ;;,~f:) ~r on ~o o3~ OJ~o --i" om "1ii r o -< m m '" '. ',' ,j ;o"CJ m s: ";;1 00 !!!c ~~ o '" A ;;; ...~'" CI:I1'oli') "''''0 ::"00 ~ c", ,- - " .', -, ., CI:ImN, -teQD ~cnza mZE9~ ern.. 5 0'" z .. 1J .. o.:r:'"'OQ) (;)Ocgl nzOtn BITl ~ t:!rg F ~~ ~ ~ ~ " '" c '" .' '. or '~ .""0 ~ ,..;D l:> ,""0 r- 'O-"'Tl 5i!Jo ::J ~ o. f:; ., ,.D, .;.>.;. z " "tJ r m '" ~, <..~., CJ " , Ui " '~, j!;!" ," .,'<":.. -s; " E-< ,~ ~~ --i '" CJ C :J: --i" '" ~ m m oS; '" " '" z ~ on ;ii 0 liJ Om Z m X "'0 r- .0 r m 0." r en mID 0 ~ z :E 0 0 OC :g j; z o!e CJ s: '" ZZ '" ID 0 m --im '" Z -n ~~ C CJ C "''' " 0 z -<0 " 0 " --<'" z al 0" en r rC :;j m 0'" C oC '1 "0 r- B S;iii z :;;;ll "'0 .--i 0 Z -n r- '" ,;: o o o ~ r m ;0 o o __.c z ~ ~ 0" 00 F=O --i mr '" 0 C - --im 00,0::0 '" "';0 men. (") 0=1"'0 !:!! a~ c: "'Ocoz -I;oZ-I m S' -< xm:J: ::EtDOCD :;a en::o c::: m_cncn "'--im_ en men Z ~.~5 rn -I" m en m~Cl-l 3:~:tJ> m, <_ me> m~ ;;u g, I W COz ?6"> ~x"tJ ~gfTI 03'" -n rW DC ;!!", CJ- "Z ",m ...'" 0;'" ....., '> i3X ~Z -c: ~s ':"'m ~m ....;0 ...... (Q en '" '" ... ... "e-R lID CERTIFICATE OF LIABILITY INSURANCE . I DATE (MMlDDlYYYY) OP ID MN DEANG-4 12/21/09 PRODUCER THIS CERTlRCATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTlRCATE Dawson of Florida; Naples HOLDER- THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 6609 W~llow Park Dr~ve ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. Naples FL 34109 Phone: 239-261-6116 Fax:239-261-2S03 INSURERS AFFORDING COVERAGE NAJCfI INSURED lNSURERA:. Cinainnal:i Irlllllranae CollIpIfny 10677 DeAn~is Diamond INSURER B: Bri.dqefiltld ilIIployers :IluI.. Cr;;1. Cons ctionr ":Inc. and LLC INSURER c: DD partnership of Naples, 6635 Willow Park Drive INSURe!: 0:: ,'. ~aples FL 34109 ' INSURER E: biil:; COVERAGES THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE'INSURED NAMED ABOVE FOR THE POUC.V PERIOD INDICAlED. NOTWJn-lSTAND1NG ANY REQUIREMENf, TERM OR CONO.mON OF ANY CONTRACTOR OTHER COCUMENTWJTH RE.5PECTTO wHfCH ~ CE.RnFlCATE MAYBE ISSUED OR MA.YPERTAlN. THE INSURANCE AFFORDED BY ntE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALl THE TERMS, EXCLUSIONS AND CONOmONS OF SUCH POucm AGGREGATE LIMITS SHOWN MAY HAVE BE~ REDUCED BY PAID Cl..AIMs. DATE MwD~ LOR NOR iYPE OF1N!l:URANCE POUCY NUMBER U""" ~ENERAL UABIUTY EACH m:CURREJ\lCE 01,000 '000 A X COMMERCJAl GENERAL. UASIUTY Cl?POS91579 01/01/10 01/01/11 PREMISe5YEDoccuronl:lll\ . ,500 000 I CLAIMS MADE ~ OCCUR WED EXP (Any ona person) 010,000 X XCU & Contraotual. PERSONAL &ADV INJUR'( 01,000,000 , GENERAL AGGREGATE '2,000,000 . ~~AGG:~IUMITAPnSPER: ., " PROOUClB -COMPIOP AuG .2,000'000 pOUCY X ~r9r loe .. ~UTOMOBILE LIABILITY COMBINED SINGLE UMrr 01,000,000 A ~ ANYAllTO CAASB19431 01/01/10 01/01/11 (EsaccldontJ ~ AlL OWNED AtFTOB . BODILY INJURY 0 - SCHEQUu:DAUT.QS.: -. -.- (PlrpEll1ian) -'- ~ HIRED AlITOS BODILY INJURY fPerm:ci:leot) , .;. NON-QWNeD AUTOS - PROPERTY DAMAGE . (Petao:::idllnt) ~G. UABIUTY AlITO ONLY - EAACCIDENT 0 ANY AlJfO OTHER THAN EAACC . AUTO ONLY: AGG 0 exCESS ( UMSRI3.lA UABIlITY EACH OCCURRENCE 01,000,000 A ~ OCCUR' D ClAlMS"MADE CPl?OS91579 01/01/10 01/01/11 AGGREGATE 0 0 ~ ~EDUCTIBLE 0 X REIENnON .0 0 WORKERS COMPENSATION X ITORY LIMITS I I U,jR' AND EMPLOYmS" l.JABfUlY V/N B Nrf PROPRlETORlPARTNERlEXECurwu 830310SS 01/01/10 01/01/11 E.L EACH ACCIDENT 01,000,000 OFFICERlMEMSER exCLUOE1J1 E.L DISEASE-EA.EMPLOYEI 01 000,000 (Mandatary In NH) Ir pea. describe under .1,000,000 S ECrAL PROVlSIO~5 below E..L DISEASE-POUeY LIMIT OTHER DESCRIPTION OF OPERATIONS lLOCA1l0NS I \lEHICLES I EXCLUSIONS ADDEO BY ENDORSEMENT I SPECIAL PROVISIONS THIS CEro:!IFICll.!m IS ISSUED FOR BIDDING PUPOSES ONLY. , CERTIFICATES WILL BE ISSUED TO INDIVJ:DUAL BOWERS BY REQUEST CANCEUA TION SHOULD ANY OFTllE ABOVE DESCRIBED POLICIES BE CANCELlED BEFORE THE EXPIRATION DAlE THEREOF. THE ISSUING INSURER Wl1..L elDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO 1l-IE CERTIFICATE HOLDER NAMED TO THE lEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABIUl'Y OF ANY KlND UPON THE INSURER, rn; AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ~~ @1988.2009 ACORD CORPORATION, All rIghts reserved. The ACORD name and logo are reglsfered marks of ACORD BIDDING CERTIFICATE HOLDER , ACORD 25 (2009/01) CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("Owner") hereby contracts with DeAngelis Diamond Construction, Inc, ("Contractor") of 6635 Willow Park Drive, Naples, Florida 34109, a corporation, authorized to do business in the State of Florida, to perform all work ('Work") in connection with Marco Island Executive Airport construction of Taxiway and Ramp Expansion, Bid No, 10-5498("Project"), as said Work is set forth in the Plans and Specifications prepared by URS Corporation, the Engineer and/or Architect of Record ("Design Professional") and other Contract Documents hereafter specified, Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto, All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the "Contract"), A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work, B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting, Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents, Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: Five Million Nine Hundred Fifty-Nine Thousand Dollars ($5,959,000,00), GC-CA-1 Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at www.fins.treas.gov/c570/c570.html#certified. Should the Contract Amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute at its cost and expense another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liquidated Damaqes. . A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement The "Commencement Date" shall be established in the written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion within two hundred forty (240) calendar days from the Commencement Date (herein "Contract Time"). The date of Substantial Completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is intended. Contractor shall achieve Final Completion within thirty (30) calendar days after the date of Substantial Completion. Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by the Owner as completed. As used herein and throughout the Contract Documents, the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if Contractor fails to achieve Substantial Completion within the time specified above, as said time may be adjusted as provided for herein. In GC-CA-2 such event, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, one thousand one hundred forty-five dollars and ten cents ($1,145.10) for each calendar day thereafter until Substantial Completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion within the required time period, Owner shall also be entitled to assess and Contractor shall be liable for all actual damages incurred by Owner as a result of Contractor failing to timely achieve Final Completion. The Project shall be deemed to be substantially completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to Substantially or Finally Complete the Work within the required time periods. C. Computation of Time Periods. When any period of time is referenced by days herein, it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday. D. Determination of Number of Days of Default For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the Owner will count default days in calendar days. E. Right of Collection. The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions. F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another contractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. GC-CA-3 G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to final payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non-delay related damages that may be owed to it arising out of or relating to this Agreement Section 6. Exhibits Incorporated. The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement Exhibit A: Exhibit B: Exhibit C: Exhibit D: Exhibit E: Exhibit F: Exhibit G: Exhibit H: Exhibit I: Exhibit J: Exhibit K: Exhibit L: Exhibit M: Exhibit N: Section 7. Notices Performance and Payment Bond Forms Insurance Requirements Release and Affidavit Form Contractor Application for Payment Form Change Order Form Certificate of Substantial Completion Form Final Payment Checklist General Terms and Conditions Supplemental Terms and Conditions Technical Specifications Permits Standard Details (if applicable) Plans and Specifications prepared by URS Corporation and identified as follows: Marco Island Executive Airport Construction of Taxiway and Ramp Expansion as shown on Plan Sheets 1 through 43. Contractor's List of Key Personnel A All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: GC-CA-4 Robert Tweedie Collier County Airport Authority Manager 2005 Mainsail Drive Naples, FL 34114 Telephone: 239/642-7878 Facsimile: 239/394-3515 Roberttweedie@collierqov.net B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E- mail or Facsimile, addressed to the following: Norman Gentry, Vice President DeAngelis Diamond Construction, Inc. 6635 Willow Park Drive Naples, Florida 34109 Telephone: 239-594-1994 Facsimile: 239-594-1995 Email: normanq@deanaelisdiamond.com C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. PUBLIC ENTITY CRIMES. 8.1 By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. GC-CA-5 Section 10. Successors and Assi~ms. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 11. GoverninQ Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 12. No Waiver. The failure of the Owner to enforce at any time or for any period of time anyone or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 13. Entire AQreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated and superseded by the Agreement Section 14. Severabilitv. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. Section 15. ChanQe Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent provided for under the Owner's Purchasing Policy and accompanying administrative procedures. Section 16. Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement GC-CA-6 Section 17. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. **** GC-CA-7 IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. CONTRACTOR: (;VO,zfV0,u r?::Jtz1r ___Type/Print!'l~me'l~ ~/ ~\ " ~~, ~,') SECONDlwlTNESS DeAngelis.. Diamond Construr.t:iaff"'"lnc, ~ ~~- ~~> _/~~--, ~/'-~- By: /> ~~::::// ~ /" ~ .' ------ \ // "s . i '1 _ :' ,,:n~-~, / ;' ,/ ,-)[1 -, I ,I: -ll' ",' ,: J ' , \, .). Type/Print Name and Title LAU-'1 c,.,.,l:>&l<.C.-"'D Type/Print Name Date: 4 \ 6 \ '"2J:l. L l , OWNER: ATTEST: Collier County Board of County Commissioners _~. C'i'" , Collier County Florida ,\~' ,. 1."'1. Dwi@ E. Brock, CI~IL\ C B' '." . J~ .:t::c:.. . tt~t at .,.' ( .19lT~5urt (14\,1,1,.. Approved As 10 For~.. and Legal SufflciEincy: BY: -0',....-.-1 '" I-L..JL L-v' [" 1. Fred W. Coyle, Chair~ ~~ R-)~L Print Name: SCOTT R. 'rEACH ~ County Attorney DEPUTY GC-CA-8 EXHIBIT A PUBLIC PAYMENT BOND Marco Island Executive Airport Construction of Taxiway and Ramp Expansion Bond No. 964009307 Contract No. 10-5498 KNOW ALL MEN BY THESE PRESENTS: That D~An_~"li~g~~moI1.d..Construction, Inc., 6635~~low .!:'ark Drive, Naples, FL 34109 _u _ _ ___ ____ as Principal, and .!'!~"-r!Y_~utual Insurance Company. _._.____..______._.__.___.__._.__ ___.______.___. as Surety, located at!.~5 Berkely Rd, B~~~.!'c~A_~2116 (Business Address) are held and firmly bound to TheBoardofCoulltyCommissionersofCollierCoWltyFlonda as Obligee in the sum of _.F.iv.:.~i~ion, nine hundred fifty nine thousand doll.ars. _____ ($ 5,959,000.00 J for the payment whereof we bind ourselves, our heirs, executors personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the J;)..- day of .~~ .2010, with Obligee for !v.!~~~?_~!and~xec~iveAirportConstructionofTaxiway&Ramp.Expan~ion in _.__..._____..____..___ _ accordance with drawings and specifications, which contract is incorporated by reference and macte a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: Promptly makes payment to all claimants as defined In Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, lIsed directly or indirectly by Principal in the prosecution of the work provided for in the Contract, then this bond is VOid: otherwise it remains in full force Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The provisions of this bond are subject to the time limitations of Section 255.05(2) In no event will the Surely be liable in the aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITNESS WHEREOF, the above parties have executed Ihis instrument 11115 2- day of ~~J-- 2010, the name of each party being affixed and these presents duly signed by its under-signed representative, pursuant to authonty of its governing bocty. GC.CA-A. ", Signed, sealed and delivered in the presence of" JAr. ./ PRINCIPAL ;/ . /)f1{/~~~ DeAngelis Diamond Constructiol}, Inc. ,.// 6\fYlIr( (I)on/Jj)AJ. Witn sses as to Pnnclpal ---:;. /' . '---'. -,/ / BY' -~;~ . /_-~-.. .',- - NAM~/> /y ~ .' U'> IT~,,({ [lrlS, t STATE OF F\oY\M COUNTY OF ( (k~Q:( The foregoing instrument was acknowledged before me tllis \'~~ay of _VV\aJd\ 2~;;{\~t)~t~(-\~~Gn-:a-~_ as _'11-, c~o~~~~~~~}~-behaITof t~~ corporalion. He/she IS personally known to me OR has produced.. ".__.__._ as identification and did (did not) take an oath. ............................................... : SHEILAH K. MATURO ; ~ ~~yl~;:::", Comm# 000764482 E :<~~,A : ; ~. ,i~ Expires 3/312012 ; :.~ W" . : .,.~/,O"'~"~... Florida Notary Assn., Inc : . 1U11\\ . (AF,.I~'OffTC':e.T:'S!:.A:Lr........... NAME: \ ( I ,')\",t, \/1._1-\ kM.."ch-I..y-()______ (Legibly Printed) My Commission Expires: 0:1,.-6"> - tl-. Notary Public, State of I' v Commission No.: 1JDC71i11<-l4'tL- ATTEST: SURETY: Liberty Mutuat Insurance Company (Printed Name) 175 Berkely Rd Boston MA 02] ]6 (Business Address (Authorized Signature) Witnesses to Surety (Printed Name) GC-CA-A-2 OR /Mt fr t ~ As Attorney in Fact (Attach Power of Attorney) ..'~ /' / , // /~ ~;1 .~/ ses , ! ! / '-;1.// / I. J, / .A /y /..-----.- - Matthew D. Bevins (Printed Name) Dawson of Florida, LLC 1615J!J;:.47th Terrace Cape Coral, FL 33904 (Business Address) (239) 542-1533 (Telephone Number) STATE OF Florida COUNTY OF --1&L___________ this_~:f'" day of , as The foregoing instrument was acknowledged before me \Y'a-vL~ ____, 201', by Matthew 0 Revins President _ of Dawson of Florida. LLC ____.__ Surety, on behalf of Surety. He/She is personally known to me OR has produced PersonallY!5nown__. ______________ _______ ____ as Identification and who did (did not) take an oath. My Commission Expires: O?l u>)\ \1- .............,............................111: : SHEILAH K. MATURO : -: ,\1\111I111, Comm# 000764482 i : s-~'f"~~ : ; ifm.;~ Expires 3/312012 ; .-~~"". . :: \:ZiOF~~i Florida Notary AsIn..lnc -: ~....:j~J:~i~\~'....... ...................11......; ~\~l~~ )l~~ (Si ; ure) Name: ';)\'\t\ \<1..\\ '1:-. ,~A~~xo (Legibly Printed) Notary Public, State of: j:"L- Commission No.: 1)t)o-rI.o,/4YL- This bond has been furnished to comply with the requirements of Section 255.05, 713.23 or 713.245, Florida Statutes, whichever is applicable. It is hereby amended such that all provisions and limitations, including conditions, notice and time limitations of tha applicable statute are incorporatad herein by reference. Any provision of this bond which conflicts with or purports to grant broader or more expanded coverage in excess of the minimum requirements of the applicable statute shall be deemed deleted herefrom. This bond is a statutory bond, not a common law bond. (AFFIX OFFICIAL SEAL) GC-CA-A3 EXHIBIT A PUBLIC PERFORMANCE BOND Marco Island Executive Airport Construction of Taxiway and Ramp Expansion Bond No. 964009307 Contract No. 10-5498 KNOW ALL MEN BY THESE PRESENTS: That DeAngelis Diamond ConstJ1!cJi9l!~Ioc. 6615 Willow Park Dr Nap!es.B..lli09lS Principal, and Jdbem: Mutuallosurance Comp,!'!Y_._..._.___ as Surely. located at 175 Berkely Rd, Bostoo, MA 02116____ ..__... (Business Address) are held and firmly bound to Th~ Board ofCouoty Commissi.<''!.e~.Qf<::()lli,,!.'<;:2.'!!!!YFlo~id'!..__ .__.' as Obligee in the sum of Five miJ!ion~m!\<LlI\IIl4~~\Lflfty_!lj-']~JlIousand..ggllars_::::.".:-~--------------------------::-------------------------- ($_5,959,00000 J for the payment whereof we bond ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the /~____ day of __i2u~'t:>..~!""______.__.__, 2010, with Obligee for M:lrC':o l"hmrl FxeC':lItive Airport CO"l;.tmc.tinn ofT~xiwHY find Ramp...E;\pansion ._. in accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; and 2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to, all delay damages, whether liquidated or actual, incurred by Obligee; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise it remains In full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed hereunder, or the specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract or to work or to the specifications. GC"CA-.A~4 This instrument shall be construed in all respects as a common law bond. It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. In no event will the Surety be liable in the aggregate to Obligee for more than the penal sum of this Performance Bond regardless of the number of suits that may be filed by Obligee. IN WITNESS V)lHEREOF, the above parties have executed this instrument this .L ~ day of {'Y"7Ib^er- , 2010, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its goveming body. Signed, sealed and delivered in the yesence Of:.! . ~~,~ -/'-/1t//~ A (51/?l fie U.rJ()MI/< Witnesses as to Principal PRINCIPAL DeAn :..tJllC. BY: .-, /~ /;-' ~/-/-- NAME// :run" ~~ ITS: ~(1: p(I'":>, -::0::.___________ STATE OF F\Q'\&.o.- COUNTY OF LD \ \\e.>( The foregoing instrument was acknowledged before me this \-11" day of _Mar(~ , 2011\1, by ::fcl'l>:1 DR.A~l'~ -. , as J/.L<'l- e~~,:__________ of t'/1~~~ O,6JY\GY\d GMs1'v.(;.j:1<:lVI, a ____._ corporation, on be alf of the corporation. Heishe is personallv known to me OR has produced =-__________.. as Identification and did (did not)takean-~a==--- - ! - II '" My Commission Expires: 01, \C0\ (I.- '. '. . i I?P__'/~ (Si I ture) .............................................. : SHEILAH K. MATURO : : ",\\\lIl/lIl Comm# 000764482 :: :~~~% 5 ~ ~?~:~ Expires 31312012 ~ : ~lOF~~ Florida Notal}' Assn., Inc : (Afli:;I~t}t:'~IM..~I!A~l...........; Name S~ \t:L1:LL_1:\'q;\:Rv6 (Legibly Printed) Notary Public, State of: F l.- Commission No.: b'b (\r1~Lj<j'1,'2- GC-CA-A-5 ATTEST: SURETY Liberty Mutual Insurance Company (Printed Name) 175 Berkely Rd Boston, MA 021 16 (Business Address) (Authorized Signature) (Printed Name) OR fU/9Yt ') As Attorney in Fact (Attach Power of Attorney) Matthew D. Bevins (Printed Name) Dawson of Florida, LLC 1615 SE 47th Terrace Cape Coral, FL 33904 (Business Address) (239) 542-1533 (Telephone Number) STATE OF Florida COUNTY OF Lee The foregoing instrument was aCknowledged before me this.!.::11h day of rY\,,_xc1\ , 201 (t by Matthew D..ll.eYinL.__._.__.____._ as ]resident of Dawso.'! ofFloridaLLLC ___~_______, a_..__.___._. Surety, on behalf of Surety. He/She is personally known to me OR has produced I'ersonally known . c as identificatio an_d W~O/id (did~ an oath. My Commission Expires: U"ICJ0\ 11.. . \l~~ J)(;::tU;Llr' .........1111...............111............\.: (Ig lure) / : SHEILAH K_ MATURO : i <I~'\I'"v"". Comm# 000764462 ! : ", % : Name: 'j."" \ah IL_ r'-'\..,Ju..\"o :. ~. """res 3/312012 : . !'M:- (Legibly Printed) ; IfI:';:: Florida Notary Aasn..lnc i !.......~~\~II.........I....................n.. (AFFIX OFFICIAL SEAL) Notary Public, State of: F=-L-- Commission No.: "t)f)Cnw'-t4'l.l.- GC-CA-A-6 AI1'IlIaISlalemenlfortlleyear2009oflhe.LI~.~!n:s;u.~C:OI"'~ ASSETS 1. BlYdsfSdmJIeO) 2. Slodq(Sc:hIt:kl"D~ 2.1 PreremmllllCb 2.2 Cannlonsb:kl 1 M~bW15D1lreaI8lI/lle(SchlIctJlea): 3.1 FIr1tflens 3.2 0IIlrthan Ii'stIiWlI 4. Realestu($dledllleA): '\ 4.1 PmpBrtiMllCaIPedbyl:lleoompllny(JessS . .00encumbl'illlC8ll) U PropII1.hllld for lie produ:llal rJ ncane (19 S Oenct.rnbraro:sl .u Propel1eshlllttlorsale(lesaS .. _ _ ,_ Oencumbrll1c:eJ) 5, Cuh($ ~9,~,SchecilIeE.PWt1).CaaheCJJivalenl8(S '82,!~,~.. ScheduIIlE.Pzt2j,8IldsllcrHermlrNestmenIS1S ~~.~,~180AI 6. Contra::l:loMIrlldudi'g$ Opremiumnotesj 7. Ot...k1'1llSllldlAlll(Sc:heduleBA) ., 8.~ts,tlfl.a.lriIiel. 9. AglJ-egalewilHlslorilNestedi$ll8l$ 10 S~, cash..d iNnIed au'" (Li'lt$1 \0 9) 11, TileplantslessS ..... .0dllrgedc:tf(b'lile'~~,e;.:onIYl . '2.In'o'!SlmentlllCllllledueandllXnllld 11P"miumsand~ 111 Unc:oI8cledpremiumanagenll'baIa1ce6nlhecouraeofootlec:tlon 13.2 OeIemldpremil.ms,agenls'bllMcelendlnetallmenbbookedbutdef<<Tid' and nol ~du9 [UlCludirg $ , , , .0 earned but untitled p-emlums) 13.3 AtauedrW05Jl8cllwt~iumB 14. ReInsurance: 14.1AIlI(JJ1WI1~rromlenlUrers 14.2 Fundsbeklbyorde)X:lSi!edv.ithflinsuredcompll'lie8. 14.3 Otlerlll'OJll~reoeivableooderreinsuranceeontncb 15. Amo.JIIlI~~Felatinglounlnsuredplall5 .. 16.1 CcmentlederalnlfDreq1 hcomctaxAtCOYerllble and ilteresllherOOl1 16.2 NeldetmdlaKlISIl. 17. GUHllyflrodsreceiYabI8O'trIdepos.it, 18.Elec1rMiedala~equiprnent8ndsoftware..,...... HI. Fumilllreilld8lJlijlMtll,lncludingtleallhca~delNery..Mls(S . 0) 20. Net~in""~drlll;ili&l.duelobelgn exchange r8IeI 21, ReceNatMsfmmparent,8lbUliar1llsandafllillet . 22. HeakIlcar.(S_. _" _,OlardoUltrllTOJntlrec:alvabIe 23. Aggagal& wi.n: tit other ~1Il InWlStled Ulel$ 24. TotaI.use1!l exdIIIilg Sep.ate AcaxJnII, Segregated Acmu11s and Plot8dedCdh:audi(Unes 10 III 23) .. 25. FlOlTI5eplnIeAimJnts,~AccoonlsilndPItllectedC&lIAo:o.lnls 26, leul Lines24ald ' DETAILS Of WRITE-IN lINES DOll. DOll """ 0998. Summazyotremainlrg'M1tH'1s forUne 09 tom D'ieclowpage 0999. TDIIb Un,,0W>11l 0903 tl1099a 'ne9aboWi . 2301. CaehSuIJendetVlllueLlfeln!U'l\ll'('.8. 2302. AmwfllSreeeivltielllll>>l'highdedr.d.;ileponde8 2303.0Ileril5S811 2J98.Summaryot.e~~;,iblJl'23i'omoverftcwp.a;je 2399. TolII. ..230111 h2303 12393 ne23aboVe CurrenlVear FriaV", 2 4 NelAdmilled """""'''''' ...... NetAttnilted ...... "'... I"""'~ ...... ~1.,4~~76f1$5 .11,,~~,~.8~ ,H.?57,~.&ll ,782,9~,3~8 .1~~~~1~ ....m,31~~ .9,135,5~,~~ ~.1~~5~ .. .~.5~,471.32Q . .5~~.O?2.?~ S~9,~~,?~ .~.~.?5~ 337.F~.~ m,F.9~ ....~~,~,1l!6: ?78~~ 978~ 1,,039,~ ~~,~.4B2 ~~,~~ .J.349,~~t~ :,'5:i71.1~,576 . 2D6,~~~ :::5.?~,~,41~ : :~,1~1:.~~,m ,12,m,~ .~2,m,~ ~,859.05E! ,~'~'~30~ ...~,!~~ .~,~,~~,~~ ..~~,~71~ .1~,1~,7n. "H3,1~,'!7I: ::HQ,i8l!,?5'r ~.~,7~ ,14.7~4~ .??~,~~~ ..~,~?1,,~,?:!4 ,,1)j1~,~6q,~ .,1,51~,~~,~ .1.,~..927:,15C1 . . ~,~~~.~ ...~.M.4,~ 3?),lIl;(l,811 ~}194,0I!~ ,~3,,~.507 ~~3,1~~~ ...~,~~ 13,527.020 .~3.~,020 F,294:,~ ..f1)?~ 11A18 .&,~n: 1?S,31~ ....3!~.m,D6t! .313,F2,~ .:::~.~~ ...1,':1~f51})90 ,'64.~.~ 1,023,325,600 ..,. , ~~,?~,4~~ . . ~,2~~,~~ .... ~,~,~~ ~19.1q2,379 .~SJ:.~~,~14 ,.~l.,~.~ ~'~.,~ ... ,1~6,914~ 126,01422l\ .. :~~~,61~ ... 3~~,1~,~ .. . ~~o .~~.2~,lX!7: .. 715866703 39949,956 675905747 715420:xl1 . . ~,f~~, 1~~,~ . ~,N6,~~ ..~.~~,~ ~~9,7~,1~ 35470,142,llllO 639.706425 34,830.436 32549788,186 383,284,39) . . . '17~,3~9.2C(! .. . '3~,?1~,4~~ 27534610 m8567Q3 383,284,396 i72,204.146 .:~,~~~ 2753410 67MM,147 ~,631,523 .. ': j~.1~9,~~ 165,597,198 '35042,093 71542C1301 l1~,ll54 ~,~,~2 39949956 A/IlIlIIISlMwdtr..,.dXllolhf .~~.~~~" LIABILme9, SURPlUS AND OTHER FUNDS "","". 1.~[Pa'l1A,li/It35,CoUIIIB). 2. AelnuftlPIJIbIe<<lJlllldm..._.........(SchIcllIIF,Pa1t.~'l 3, l.-~"""'IPM1A.Une35.CalnnIl, 4. CCIrIrMIcqIllllltk~aIfIIlIIIIInll'lll_lII,*lNgs. is. e........(alllId~.......IIld....,. l T....l...........I....glldnl..bI9lm.tIut) 7.1 Q/ndlldnll'llbl9lnxne_~$ .~CIlIllbed"lIJIInI~)). 7.2 Nltd...,.U.IIdI:r.... a. ~1IlOI'lIy1 ..........hM~S-$.. . ..._.0......__. I. U"'~iP~lA,1.ft3ll,~COII.nI5}("~~PI'II1tmI[Q'cat ~lIl'$ .tl~.~.IIIcltdng"'l'MIlWItI'. . OJ .10. "......prwM., ............. 11.DIoAcIeradlclnllnllll!Pllt '11.1~ 11.2~. ..11 Cedlld.........pIInUa~(nlIlllll8fr'tlDllllllllcN). 13. FlIlClI..bflllnWl't"*NNI.rIflOI.....(SIIIaaIF.Perl:a.CaIuImll91., ~ AIIlOUlIDWHlllldar......,byCllllplfb-Gl;u:tol... Ii 1M-.:....JlCll:.... 1e.PlcMIIImtr___~...Pa17) 17. NIII.~ln""n:lliiblllldulDtnlfI...~. 1a.DrIlII~. 1t. ,..lD....lllbllldlfllln....... " Zl. .....b'MMh. ..21. IlIIIIIly.l:lr&'lllllllltllklur.--....pln. 21C1ci1l111l'11ll11l..........Qftlh\lllN:llInon.. .....0... 21.~'IIriIlHnIb-WlUIet. .................. TIlIIIIIWlIllM~~QlIIIbIIIIl-.(I.M\..Z31. ~oelIlIIIIiII"'. T*......\U-.atn251 'D.~wdlH1Itrll*Ul"lpQ;lnlI i!8. c-a...,lII:lQc Z1.~eapllirtd:. ............. 33. ,~lIill8gM..rlt-ln~bdl$1hMlIlllI:W~tn:lI . 31. --"1lCIlIlI. 32. Gg,plIicllll_OClIII'lIMIIlU;:U . :n'~""l"'l, ~.laI"'-'rlkxt.ll_ 34.1 ...~ne~("""lnrIl*IIIILN3I'.. SU .....0,...ptIInIll_ft:lJdeIIlIIlMtZl.. 36. -SllJb.~P;';"Il*ln~:zn:l33._Mll"'4,lMI~.... .. Cd. ...l'!.l!'~~ ,..~~.c.~~ .~~- 1'1~ .~..w.?M: ...1~~ .......~~ ...".~.t1~ .tArn ..7'7,1~~ ...1l~~1!!t! ....~.w,1~ ..~..a~'l!l! ...~~.~.. .......:l5)lIIO:J!l! .~.~,.,~ '" .~~!<l! "'''' .l~ ..1D~~ .....1~,W1 ...~~ .,.~'NO:~ ......4.Q4:0)''!4,~ .~ ~ "" 34J3ll438 DfrMlOl'JlIIJHllllEI ',23Ol. ~.'!I!c!'~.~~~_ .:....9\1\0_ . 23CO. ~~~.f;lI:~~.. ;2!ll,llurIn..,ri""**'......farLhlZl_CMdDIlIIlII5. "" ... .27Ol.~.~~~~~. 27CZ. w.rt~.~~.. "" 219a. &nmIIytllllhlillngVlrilMllb'l.Jle:U'tlmo..brPlll'. ., ~ :,J>>1,~~.. 3lllt .... ...........,.~~WIlIHnIb'LllllJO_lMII'IIwlllVl .Ti 3001 II .., ~ .(II!l..Q4~1~4. .~~~,,~ .~P,1~ "., . ""m.ll~ ....:N:1~ :'\. .., ...1~ ""',. .1~&QII.~~ ..,.~l<'! .....~ .- ~~ ..~~ ..~,1~!~ ...~?!~ ..3~!1.1,.rn ~Q1.~~. .,."..q~ ........~~ ..1.~~~ ...,.<M5.~!'!9: ....~)~. .,..~~~ ...........~~ ...1~~~ . ..... .ltW.~~~ '" ...........~~1)~1 ....10,~ ..l~~ .~~~ .'A'~ ..,.....~,1~~~ II '" .~..9l?7,!~ ..~.. ..~~1)~ ...".HOA~ t..- .-...~>~,~ .,,,,, , ....1~ ~'" .~. .11 T1.CIft1IItl'lftJlIIIIItlg...."IIlilIt~-III,-....IIIII..,...toI\'....~......ol"*.......,........"""lWI-,.,,~............-.OIIollho___ 1__.._""'*"III...IIlIl"""*'..,.hllIIII................'*'"'__.....~__,~hl,._,~.._.........IlI'IN.III" ..~..............._..........IJ>.....iI'IIl..._......._..".........ol............lIIIhol.....""'*'~."'........,...I__. ....lIil1.....-......."-".........-.IIL_.......~......._....._-..__-............~....................NIUIlIbI:Ip\ ....-tllt(1')-..~411111:II',lllllllt_.......................____lil"'"""'...~._~1ftoIIQo ..,.._of..... lrlooloclto""-."I,.....,-f...._........II..._....ir........._..........~~ ..... lWC......fOI'.... ~---;~~:.h-:z;d1i-._..._.~... 'h:_ ~~1tIItt llt.oIw .. '(,. i"'-~ ("""HIlnII 1I'....1tIn1 1. 2. ). a......."'....lbnl'oMolont'CEO .................. SotoIorv.:.""""ll_ (1'IIIJ !TIMI-......... f1*l ~1IlII_..\lfdrlnlal_!lIItIll... ..... ~;~ru~~t:"'1 II *'tll ~ ,.-.... l"f.,I:$ ,t. ~';il'\ ~!t.ut I . .....,d~~ ~! '~ ..b....1qbll1IrQ'! ~ \ j .1I/~ t.lI"", 1.......___ , ,.._~~gl tD..... \~~ 1.__._..... ~...,~~!~:'f., -...-.... 2 jltll'M 11Ho THIS POWER OF ATTORNEY IS NOT VAllO UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to the extent herein stated. 2942272 LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint MATTHEW D. BEVINS, D. MICHAEL SHERMAN, JOSEPH C_ BRICKNER, STEVEN C. BUELTER, ERIN MCELROY, ALL OF THE CITY OF CAPE CORAL, STATE OF FLORIDA muuu..mum..mmuu....'mm....uuuu....uuu.......mu....u...u....mu._.. ............................................................................................................................................................................................... .,;" '0; o Q. Gl ". ...UI cGl ...l!l .cC .:1! :c~ ~Ol "Gl (i.:! ~.. Gl> =- Gl" _::I ." ~'o; ,52e ~ Clio oS c.. .~ Gl_ OlUl ..~ OlGl 1:- 0.5 E . ~.l!l 0" - ~ ,,>> =u ..c >Gl -~ o~ zB , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety. and as its act and deed, any and all undertakinas, bonds, recoanizances and other surety obligations in the p,enal sum not exceeding SEVENTY FIVE MILLION AND 00/100."********u**********";l;***************'i DOLLARS ($ 75.000,000.00************* ******** ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as jf they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE XIII. Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. On this ~ day of June , 2010 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. -- IN TESTIMONY WH &~~unto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written I 0?{Vir~~:/ \ . j "-'Y<), '-( '\ f f,,, :~\,7 \ i OF i 1 1 ; " . . , r ,ol :/ BY~ T ed~sa Pastella, Notary Public ~ >. .. " UI UI Gl C '0; ::I .c >> c .. _c -0 ~I- >>00 GlW Ee OQ. :i:; _u 0"'" ~" ~~ Oe a... .~Q .co - .. -'" Oc ~Gl ._ Gl :5!.! -Gl ~.c Glo .c"'" _N e'l' ~N :;:~ C, 00 ,,~ 0'" I-~ By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII, Section 5 of the By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 9th day of June 2010 LIBERTY MUTUAL INSURANCE COMPANY COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY Byr;:; Garnet W. 4 tV. ~ Elliott, Assistant Secretary CERTIFICATE "%', RY I, the undersigned, Assistan ecretary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Uberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this day of By Davi Tit Secretary ~ OP 10: MN ACORD' CERTIFICATE OF LIABILITY INSURANCE I DATE (MMfDDlYYYYj ~ 03/16/11 THIS CERTIFICATE IS ISSUED AS A MAITER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTlACATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW_ THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE"lWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementlst PRODUCER 239-261-6116 ~~~~~T Dawson of Florida; Naples 239-261-2803 I r~8N:o Ext\: I r~~ Nol: 6609 Willow Park Drive ____.____ _w _.____ -.--.-.. Naples, FL 34109 E-MAIL ADDRESS: Steven C. Bueltel ~~g~~~: ID #: t;JEANG-4 ~._-_..- r--'--'-- INSURER/SI AFFORDING COVERAGE NAlC# INSURED DeAngelis Diamond INSURER A: Cincinnati Insurance ComDanv 10677 Construction, Inc. INSURER', Bridgefield Employers Ins_ Co. 10701 6635 Willow Park Drive INSURER C : Naples, FL 34109 _.~- ---- ~~~.- -..-.-...-- ~!>URER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CEri.,iFiCAIC IviAY oE is.3UEiJ 0;; 'liiA'! Pc"'-T/,..N, THE H"SURAI"CC: Ar-FO;;ucu 5.,' iriE P0dCiC:,3 GE3CR;5cu nEr~EH,j ;s SUt3jECT TG ALL jrlc jE[;ivi.s, FXC:L USICNS t.ND CO~orTIONS OF SUCH POUCIES_ L!~,t.:T:'::: SH8V\fN !',~AY Ht',VE: BEEN ~;EDUCE::; I?Y 1;'N8 C~,^,lr.f..s l~{~: GE""R~L u:::;~~~~!!~~ c:: ______;JA:~~ :~:~I-- __ - __i:~h..;:;~ ~~r~~G_ _ __ ___Ll~il~~~~lE[.F!J I A : X: COi"i"Er.c.t':"LC-;Ei"i:r~",-LiAE:iiL'" SPPCS91579 C'i/[)":.~1 I L.LAir";:>-'vl....U,:, ~~...; O::CuR v 'V,-.\ I ~ ,...._..~~_~_.,,_l I ^ ,n.......... ....."'...,............... POliCY EXP i.,~~';ip.P!l".'.cr.D 'f,,!,...t 8'::JDIL Y iNJ'JPV (P~! D~:r~Q:-:i 1 non nn0! - ~------~-!-~~'~~~1 ., ....""'~'-'...l iC.;OCO! ,.---- -- -------=-~",.. ,,;:;-;:;1 ---~~~~~~;~~l .:.,vvu,uu'1 ~,OGO,.~~ ! 1,COGJuGal , I , 'i- {)~!O-;.'i2 -. -., ~.-~' '~---','-- '-,,'--, L ,,~.'--u,-.,,'-'..~'- -t;4iVfi\;'jt'r6Rt:NI~u.~-- "1-'~t=I"if.,;FS IF" [;r;r"JrrRflr.f" L IVIC.L-",At-' l"'fW OfleD=fSOnJ ,----.-----.-.-"-------...- f-'f-K,;(JNi'; I'. kl)V iN.IURY , (A:Nt""'ALi1C~r_~Rc:(;"'l f L.'Ef\!'L".GGR!::':O;.o,TE Lll\.4IT ,A.r.>i:>LllOS OER .,.0>0,., P,::'UCy , .~ ! 'i;o-'iO';- , L-OC ~~_':'~~f?':~TS. S'U~}"IC)D~l~(' '" 1..... x :CAA5819431 01_lll~!'!'! (.11ilr!!'!:! ; COi"18Ii~d) Sli~GLi:. ...iiv"tI i r:::r :J~cidC'n~) " : AUluil!108JLi: LIAfliLllY !X ,';i..,- D'vvr';EwA,..rr.:)3 W1DIL " INJ~JPY 'f'f)~ 3~Slj~!;n :-'~--"-"---l _._. _ _____.___________, :'______________i pp~i"!:'pr' 8,~,M/\C;E ! (P"" dC,CI"0ii~i i -------.------ --~----~ ,:;; ! ';CHEDiJLEu AUTOS ,X : HII-\t::ijAUI(;~ X i NON_OWNED AUl OS i I 1-~-..-:uMBRELLA UAB ! X i OCC\!R '--.i-!-~--T-----.-----~_.._----.--~------~-" f . : EXCESS UAB __~Cl,tl,IMS.MAD5.! L..._...__... ___ I,... I---'-----~- I 1,""r-r-lJO~I;;Jl::J I ~ D:':DUCTIBLE I I ! i-xl RnENTID~ $ i I WORKERS COMPENSATION I I i A.ND EMPLOYE.RS' lJA,BIUTY Y I N i 'I I B I ANY PROPRIETORIPARTNERIFXECUTIVE 0 ! . I OFFICER/MEMBER EXCLUDED? I N I A I , {Mimdatl1lyinNH} I II(yes, desCl"ibeunder ; I I I :JESCRIP-rICN OF DPEPJ\T:ONS below I , I I i I I I I I . DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addmo"~! Remarl<:s Schedule. if more spact is equir..d) ICollier County Board of County Commissioners is named as additional insured I'in regard to general liability on any and all work performed on behalf lOf Collier County, but only when required by written contract u1/0~Jlj O~J~11'i2 --.--J ~ EACH OCCURRENCE I $ i .000,0001 I AGGRI"'r:;,6,TE i II:; .. -- - I ~=~~======r~-~---~-:j I I $ --I QTH-I oR i ~ 183031088 ! X ! TV;:~lL~]N:::! 01/01111 01/01/12 , r.L EACH':'CClD[NT S !:'-- D!SEL,SE " -;::;. -;::r'/'PLOYJ:E1 $ EL DISEASE POUCY LIMIT CERTiFiCATE HOLDER CAhlCELLA "ON BOARD42 Comer COU:1~' Soard' of County Comm!ss!one!"S 3299 Tamiami Trail Naples, FL 34104 SHOULD ANY Of THE .t',EQVE DESC?.!BED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH Tt-lE POLlCY PROVISIONS. I AUTHORIZ!:D R!:!>RESENTATIVE ! ~~~ \3~ , HCU~U ~5 ~~uu;ili;, tf; 'i S88-Luu8 ACORD CORPORA liON. Aii rights reserved. lil~ M.CU~U IIdl"~ dllU ;v~u n'~ le~i~l~';,lu lI'dll\~ VI MCVr\W EXHIBIT B INSURANCE REQUIREMENTS The Vendor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this solicitation. The Vendor shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Vendor waive against each other and the County's separate Vendors, Contractors, Design Consultant, Subcontractors, agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Vendor and County shall, where appropriate, require similar waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County." The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Vendor under this solicitation and shall contain a severability of interests provisions. Collier County Board of County Commissioners shall be named as the Certificate Holder. The "Certificate Holder" should read as follows: Collier County Board of County Commissioners Naples, Florida The amounts and types of insurance coverage shall conform to the minimum requirements set forth in EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Vendor has any self-insured retentions or deductibles under any of the below listed minimum required coverage, Vendor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self-insured retentions or deductibles will be Vendor's sole responsibility. Coverage~ shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation" whichever is longer. The Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of policy cancellation or non-renewal on the part of the insurance carrier or the Vendor. The Vendor shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverage or limits received by Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Vendor hereunder, Vendor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. GC-CA-C-1 Should at any time the Vendor not maintain the insurance coveragef2l required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coveragef2l and charge the Vendor for such coveragef2l purchased. If Vendor fails to reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due Vendor under this Agreement or any other agreement between the County and Vendor. The County shall be under no obligation to purchase such insurance, nor shall it be responsible for the coveragef2l purchased or the insurance company or companies used. The decision of the County to purchase such insurance coveragef2l shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Vendor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. GC-CA-C-2 1. Compensation 2. [gJ Employer's Liability 3. [gJ Commercial General Liability (Occurrence FDrm) patterned after the current ISO fDrm 4. [gJ IndemnificatiDn 4. [gJ AutomDbile Liability Collier County Florida Insurance and Bonding Requirements Limits Df FIDrida Statutes, Chapter 440 and StatutDry Limits and Requirements $1.000,000 single limit per Dccurrence BDdily injury and PrDperty Damage $2,000,000 single limit per Dccurrence To the maximum extent permitted by Florida law, the ContractorNendor/CDnsultant shall indemnify and hold harmless CDllier County, its Dfficers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasDnable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrDngful conduct of the ContractorNendDr/Consultant or anyone employed Dr utilized by the ContractorNendor/Consultant in the perfDrmance of this Agreement This indemnification obligatiDn shall not be cDnstrued to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. This sectiDn does nDt pertain to any incident arising from the sDle negligence Df CDllier CDunty. $ 1.000.000 Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 5. 0 Other insurance as 0 Watercraft noted: $ Per Occurrence o United States LDngshoreman's and HarborwDrker's Act coverage shall be maintained where applicable to the completiDn of the wDrk. $ Per Occurrence o Maritime Coverage (Jones Act) shall be maintained where applicable to the completion Df the work. $ Per Occurrence o Aircraft Liability cDverage shall be carried in limits Df not less than $5,000,000 each occurrence if applicable tD the cDmpletion of the Services under this Agreement o Pollution $ $ Per Occurrence Per Occurrence ....... o Professional Liability $ . $ 500,000 each claim and in the aggregate . $1,000,000 each claim and in the aggregate . $2,000,000 each claim and in the aggregate Per Occurrence o Project Professional Liability o Valuable Papers Insurance $ $ Per Occurrence Per Occurrence GC-CA-C-3 I 6. QX Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Cierk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 7. [gJ Performance and Payment Bonds For projects in excess of $200,000, bonds shall be submitted with the executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by AM. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 8. [8J Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 9. [8J Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. 10. [8J Collier County Board of County Commissioners shall be named as the Certificate Holder and the certificate must read "For any and all work performed on behalf of Collier County. NOTE: The "Certificate" should read as follows: . For any and all work performed on behalf of Collier County. . Collier County Board of County Commissioners, Naples, Florida No County Division, Department or individual name should appear on the Certificate. 11. t8J Thirty (30) Days Cancellation Notice required. Vendor's Insurance Statement Insurance Agency We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. N.m.of Rm D~ i1.&~~ Vendor Signature _ _ _ _ ~ ~ No/?m#N Gk- ~ PIt450 N IN5:-t7M7vc.e &~e.n g ve He / ,,"? -.;)- '6 ~ J / Print Name Agent Name Telephone Numberd'3'i ~! Coif f, GC-CA-C-4 EXHIBIT C RELEASE AND AFFIDAVIT FORM COUNTY OF COLLIER STATE OF FLORIDA) Before me, the undersigned authority, personally appeared who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ("Contracton releases and waives for itself and it's subcontractors, material-men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner dated , 2010 for the period from to , excluding all retainage withheld and any pending claims or disputes as expressly specified as follows: (2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. '(3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. CONTRACTOR BY: ITS: President DATE: Witnesses STATE OF COUNTY OF The foregoing instrument was acknowledged before me this _ day of ,2010, by ,as of ,a corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (Signature of Notary) NAME: (Legibly Printed) GC-CA-C-5 (AFFIX OFFICIAL SEAL) Notary Public, State of Commissioner No.: GC-CA-C-6 EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) (County Department) Collier County Board of County Commissioners (the OWNER) or Collier County Water-Sewer District (the OWNER) FROM: Bid No. Project No. Application Date (Contractor's Representative) Payment Application No. (Contractor's Name) for Work accomplished through the Date: (Contractor's Address) RE: (Project Name) Original Contract Time: Revised Contract Time: Retainage @ 10% thru[insert date] $ Retainage @ _% after [insert date] $ = Percent Work completed to Date: Percent Contract Time completed to Date % % Liquidated Damages to be Accrued $ Original Contract Price: $ Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed and stored to Date $ Less Retainage $ Total Earned Less Retainage $ Less previous payment (s) $ AMOUNT DUE THIS APPLICATION: $ Remaining Contract Balance $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. By CONTRACTOR: (Contractor's Name) (Signature) DATE: (Type Name & Title) (shall be signed by a duly authorized representative of CONTRACTOR) By Design Professional: Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: (DP's Name) (Signature) DATE: (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager: (Signature) DATE: (Type Name and Title) GC-CA-D-1 . " E en ~ ~ W 0 " ::::) ~.2i.g ~ ~ ~: > u. o w --' :J C W ~ I 'C " " " :g o ~ o - ~ f- ~ i!! :r: X W o . 0' 0: Wo "'..J ~<CUJ I-~J: O;:!:i= l-~i W . '" ;; ~~'I:l l~ i ~ ! 00 " E o " ~2 00 '" .~ (;j " 00 I g:c "f- "m . - " i" E - " 00 " " .Q Q.l o"(U .gO " " ~ " ~ c oi:i) ~ " "'~ ,,- w .~ ~"O '" " 00 " ~1-5 " 00 ". ,,2 j~ Ern 8:5 .U)~ 1) '" '" " .b 0 c:;:::; 0'" " E €.E c " . " c " E 0" ~8 E2 ~~ :.= ::1 rnl: "f- ;;l " 'c; 5 .';;c .~ ~ " " I~~ i"~ " .- ~~ .~ ~ " '" roa> o~ ::J,S ..cl ~ He " '" ~ ~ f- " iJi* c " 2ti "'- IH I~ -0 . ~ ~I~ 0-'" ":;: .B .!: ~ a...f! 1l.::Ji!:! Q) g .!: -g ~:~ ::J E. c' 00 ~ '" c,2..c E c " ::J = W ornE " -" 000" z ~.~ ,,115 "0 :sUa (]) ~ ~ " .E .~ w c5 Ig~~ 001;:; III I~~"* ~ tii.8~ ," .c 5: '" o <l: u U l'J W '" ~~ ~~ W '" w:r: 0"' ~~ -,"- <0 "'f- f-W Zf- WW o..J ",,,- w:;; "-0 o filffiw ;ilua:~ I-..JOc ~~tio 8oal- "' O..J W< ~a: f-w "'~ :;; o W f- W ..J "- :;; o u '" ~ o ;: o ",0 :En:: f-W "- ",W zf- 0< _0 >-w <0 2z ..J- ,,-"' "- <w "'>- ::J< 00 >::J W'" "':r: "->- o W ..JW ::J::J 0-' w< :r:> o "' z o F "- 0: o "' W o "' -' < f- a f- '" :;;w w'" !::~ z "E o " Ol 0:: '" i;j .;: Ol n; ::;; .., Ol ~ o ~ en 0 I- Ol i;j W " ~ c '" ... .!: i;j aI .., .., 0 " ~ .;: Ol Cl ... D- o rn '" c :E 0 I- [IJ + ~.., <( '" Ol ro :>- I () Oi;j :; .- ~ I E > '" ~ e c 0 D- LL .., .., 0 Ol .- > ~ [IJ 'a; c.. " '" Ol :E 0:: I- ~.., '" Ol :> > <( 0 -iij 'S: " Ol Ol ~ 0:: D- Ol ~ Ol .!.! .c 0 E > :> c Z ~ ~ g en c '0 0 ;:; <ll .g ::> .SO " C '" Ol 0 Cl S 0 ~ :a E x w CO ~ ... Cl '" o <1: u o U (9 w Cl () EXHIBIT E CHANGE ORDER TO: Project Name: Bid No. : Change Order No.: FROM: Collier County Government Construction Agreement Dated: Date: Change Order Description Original Agreement Amount ...........................................................$ Sum of previous Change On::lers Amount .......................................$ This Change Order Amount ...........................................................$ Revised Agreement Amount.. ..... ...... .... ..... ..... ....... .... ..... ....... ......... $ Original Contract Time in calendar days Adjusted number of calendar days due to previous Change Orders This Change Order adjusted time is Revised Contract Time in calendar days Original Notice to Proceed Date Completion date based on original Contract Time Revised completion date Contractor's acceptance of this Change Order shall constitute a modification to the Agreement and will be performed subject to all the same terms and conditions as contained in the Agreement, as if the same were repeated in this acceptance. The adjustments, if any, to the Agreement shall constitute a full and final settlement of any and all claims of the Contractor arising out of, or related to, the change set forth herein, including claims for impact and delay costs. Prepared by: Date: Project Manager Recommended by: Date: Design Professional Accepted by: Date: Contractor Approved by: Date: Department Director Approved by: Date: Division Administrator Approved by: Date: Purchasing Department GC-CA-E-5 Authorized by Director (For use by Owner: Fund Number: ) Cost Center: Date: GC-CA-E-6 Object Code: Project EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. PROJECT: Design Professional's Project No. CONTRACTOR Contract For Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER And To Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. GC-CA-F-1 The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utiiities, insurance and warranties shall be as foilows: RESPONSIBILITIES: OWNER: CONTRACTOR The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to compiete the Work in accordance with the Contract Documents. Executed by Design Professionai on ,2010 Design Professional By: Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on ,2010 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on ,2010 OWNER By: Type Name and Title GC-CA-F-2 EXHIBIT G FINAL PAYMENT CHECKLIST Bid No.: Contractor: Project No.: Date: ,2010 The following items have been secured by the for the Project known as and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Actual Date of Substantial Completion: Calendar Days. Final Completion Time as set forth in the Agreement: Actual Final Completion Date: Caiendar Days. YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner (attach to this form). 3. Effective date of Generai one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. As-Built drawings obtained and dated: 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified Project is in operating phase. 12. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N/A If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: (Company Name) (Signature) (Typed Name & Title) GC-CA-G-1 By Design Professional: By Owner: GC-CA-G-2 (Firm Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) EXHIBIT H GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2 If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3 Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: GC-CA-H-1 those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work-site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub-Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. GC-CA-H-2 3. SCHEDULE. 3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect Unless otherwise specified, work will generally be limited to the hours of 7:00 a.m. to 6:00 p.m., Monday through Saturday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. GC-CA-H-3 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department respectively. In the event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re-submit the Application for Payment The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.5 Owner shall retain ten percent (10%) of the gross amount of each monthly payment request or ten percent (10%) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held through out the course of the Project schedule. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50%) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the Owner's Purchasing Policy. GC-CA-H-4 4.6 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. 4.7 Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in full through the previous month's Application for Payment. The Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.8 Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.9 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4.10 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. 5. PAYMENTS WITHHELD. 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non-compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: GC-CA-H-5 (a) defective Work not remedied; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Provided, however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non-liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS_ 7.1 Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. GC-CA-H-6 7.2 Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written . acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with GC-CA-H-7 respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, AS-BUlL TS AND MEETINGS. 8.1 Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1 Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2 Soil conditions which adversely affect the Work; The hours of operation by Contractor's and Sub-Contractor's 8.1.3 personnel; 8.1.4 The number of Contractor's and Sub-Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5 All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 Description of Work being performed at the Project site; 8.1.7 Any unusual or special occurrences at the Project site; 8.1.8 Materials received at the Project site; 8.1.9 A list of all visitors to the Project 8.1.10 Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The GC-CA-H-8 annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As-Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As-Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3 Contractor shall keep all records and supporting documentation which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be required by law, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the document retention period noted above; provided, however, such activity shall be conducted only during normal business hours. 9_ CONTRACT TIME AND TIME EXTENSIONS. 9.1 Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material-men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty GC-CA-H-9 to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. 9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 10. CHANGES IN THE WORK. 10.1 Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (Ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4 In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor GC-CA-H-10 and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all Subcontractors' and sub-subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5%) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub-subcontractor for field and home office overhead is included in the markups noted above. Contractor's and Sub-Contractor's bond costs associated with any change order shall be included in the overhead and profit expenses and shall not be paid as a separate line item. No markup shall be placed on sales tax, shipping or subcontractor markup. 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order or Work Directive Change. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 10.7 Any modifications to this Contract shall be in compliance with the County Purchasing Policy and Administrative Procedures in effect at the time such modifications are authorized. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty-eight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. GC-CA-H-11 11.3 The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action, suit or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim. 12. OTHER WORK. 12.1 Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty-eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3 If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and hold harmless Owner and its officers and employees from any and all liabilities, claims, damages, penalties, demands, judgments, actions, proceedings, losses or costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed breach of this Agreement by Contractor or from personal GC-CA-H-12 inJury, property damage, direct or consequential damages, or economic loss, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor or anyone employed or utilized by the Contractor in the performance of this Agreement 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner and any indemnified party. The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 13.3 Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to the Agreement Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit B. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seo. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 15. CLEANUP AND PROTECTIONS. GC-CA-H-13 15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work. Subject to the Section 2.3 above, any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. 16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the Owner's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities thatCbntractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to the Work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as GC-CA-H-14 unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice or such longer period of time as may be consented to by Owner in writing and in its sole discretion, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose, 18.3 'If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor agrees to pay promptly to Owner on demand the full amount of such excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefor or re-Ietting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18.5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its GC-CA-H-15 default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cured, after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement If Owner does not cure its default within fourteen (14) days after receipt of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1 Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the GC-CA-H-16 entire Work (or such designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefor. If Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch-list of items to be completed or corrected by Contractor before final payment Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch-list 20.2 Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance, Project Manager and Design Professional will make such inspection and, if they find the Work acceptable and fully performed under the Contract Documents shall promptly issue a final Certificate for Payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment (4) Receipt of the final payment check list (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any subcontractor or materialmen supplying materials, equipment or fixtures to be incorporated into the Project Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further GC-CA-H-17 warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. Further, in the event of an emergency, Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 22. TESTS AND INSPECTIONS. 22.1 Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. 22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3 Contractor is responsible, without reimbursement from Owner, for re-inspection fees and costs; to the extent such re-inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's GC-CA-H-18 intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 22.5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.6 Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23.1 Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non- defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2 If the Project Manager considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, Contractor, at Project Manager's request, shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project GC-CA-H-19 Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5 If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. Provided, however, Owner shall not be required to give notice to Contractor in the event of an emergency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount Such direct, indirect and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such GC-CA-H-20 skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit N is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 24.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project Should the Contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.B, for services not rendered. 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or anyone for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it 25.3 Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. GC-CA-H-21 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty-eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1 Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners GC-CA-H-22 when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 28.3. Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; GC-CA-H-23 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre-construction conference with the Project Manager, Design Professional and others as appropriate to' discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre-construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion/termination of this Agreement 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right-of-Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and/or Purchasing Departments, and is available on-line at colliergov.netlpurchasing. GC-CA-H-24 The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FOOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOr) policy will be enforced under this Contract All costs associated with the Maintenance of Traffic shall be included on the line item on the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award. 32. SALES TAX SAVINGS AND DIRECT PURCHASE 32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below: 32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal excise taxes. GC-CA-H-25 33. SUBCONTRACTS 33.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 87-25, meaning a person or entity that has the capability in all respects to perform fully the Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self-performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub-subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be GC-CA-H-26 performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third-party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub-subcontractors. 33.5 Each Subcontractor performing work at the Project Site must agree to provide field (on-site) supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 33.6.3 The subcontract or purchase order, as applicable, shall require the Subcontractor to expressly agree that the for~going constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract price, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub-subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that GC-CA-H-27 failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records, including, but not limited to, the following administrative records: 34.1.1 34.1.2 34.1.3 34.1.4 34.1.5 34.1.6 34.1.7 34.1.8 34.1.9 34.1.10 34.1.11 34.1.12 34.1.13 34.1.14 34.1.15 34.1.16 34.1.17 34.1.18 34.1.19 34.1.20 34.1.21 34.1.22 34.1.23 34.1.24 34.1.25 34.1.26 34.1.27 34.1.28 34.1.29 34.1.30 34.1.31 34.1.32 Subcontracts and Purchase Orders Subcontractor Licenses Shop Drawing Submittal/Approval Logs Equipment Purchase/Delivery Logs Contract Drawings and Specifications with Addenda Warranties and Guarantees Cost Accounting Records Labor Costs Material Costs Equipment Costs Cost Proposal Request Payment Request Records Meeting Minutes Cost-Estimates Bulletin Quotations Lab Test Reports Insurance Certificates and Bonds Contract Changes Permits Material Purchase Delivery Logs Technical Standards Design Handbooks "As-Built" Marked Prints Operating & Maintenance Instruction Daily Progress Reports Monthly Progress Reports Correspondence Files Transmittal Records Inspection Reports Punch Lists PMIS Schedule and Updates Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. 34.2 Contractor Presentations GC-CA-H-28 At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include, but not be limited to, the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 35. SECURITY If required, Contractor shall be responsible for the costs of providing background checks and drug testing for all employees that shall provide services to the County under this Agreement This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 36. VENUE Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND/UNDERGROUND TANKS An underground 62-761, Florida Administrative Code (FAC.) or aboveground 62-762, FAC. regulated tank requires notification to the 'County' prior to installation or closure of the tank. The Pollution Control Department (239-252-2502), via contract GC-690 with the Florida Department of Environmental Protection (FDEP), is the County (local program) for the purposes of these rules. GC-CA-H-29 Regulated tanks require notification to the 'county' local program thirty (30) days prior to installation and again forty-eight (48) hours prior to commencement of the installation. Closure activities require a ten (10) day notification and then a forty-eight (48) hour notification prior to commencement. The notification is to allow for scheduling of the inspections pertaining to the installation/closure activities. A series of inspections will be scheduled based upon system design after discussing the project with the contractor/project manager. Specifics on applicability, exemptions, and requirements for regulated pollutant storage tank systems can be found in 62-761, FAC. and 62-762, FAC. or you may contact the Pollution Control Department with your questions. Please note that equipment must be listed on the FDEP approved equipment list and will be verified at inspection along with installation and testing procedures. The approved equipment list is constantly updated and can be found at the FDEP Storage Tank Regulation website along with rules, forms and other applicable information. 39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. GC-CA-H-30 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS 1. The County may, at its discretion, use VISNMASTER card credit network as a payment vehicle for goods and/or services purchased as a part of this contract 2. Minimum Wage Rates. It shall include, in all contracts in excess of $2,000 for work on any projects funded under the grant agreement which involve labor, provisions establishing minimum rates of wages, to be predetermined by the Secretary of Labor, in accordance with the Davis-Bacon Act, as amended (40 U.S.C. 276a-276a- 5), which contractors shall pay to skilled and unskilled labor, and such minimum rates shall be stated in the invitation for bids and shall be included in proposals or bids for the work. 3. Veteran's Preference. It shall include in all contracts for work on any project funded under the grant agreement which involve labor, such provisions as are necessary to insure that, in the employment of labor (except in executive, administrative, and supervisory positions), preference shall be given to Veterans of the Vietnam era and disabled veterans as defined in Section 47112 of Title 49, United States Code. However, this preference shall apply only where the individuals are available and qualified to perform the work to which the employment relates. 4. See Federal Requirements, Construction Contracts, $100,000 and Over as attached. FEDERAL REQUIREMENTS CONSTRUCTION CONTRACTS $100,000 AND OVER CIVIL RIGHTS ACT OF 1964, TITLE VI - 49 CFR PART 21 CONTRACTUAL REQUIREMENTS . (VERSION 1,1/5/90) During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor") agrees as follows: L Compliance with Regulations. The contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2_ Nondiscrimination. The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and,retention of subcontractors, including procurements of materials and leases of equipment.- The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when' the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment. In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4_ . Information and Reports, The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto and shall permit access to its books, records, accounts, other sources of information and its facilities as may be det=Ined by Sponsor or Federal Aviation Administration (FAA) to be pertinent to ascertain compliance such Regulations, orders, and instructions. Where any information required of a contractor the exclusive possession of another who fails or refuses to furnish this information, the shall so certif'y to the sponsor or the FAA, as appropriate, and shall set forth what it has made to obtain the information. II-l ."----".~____'m 5. Sanctions for Noncompliance. In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the sponsor shall impose such contract sanctions as it or the FAA may detexmine to be appropriate, including, but not limited to: a. Withholding of payments to the contractor under the contract until the contractor complies, and/or b. Cancellation, termination, or suspension of the contract, in whole or in part_ 6. Incorporation of Provisions. The contractor shall include the provisions of paragraphs I through 5 in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the sponsor or the FAA may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Sponsor to enter into such litigation to protect the interests of the sponsor and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the Uuited States. . AIRPORT AND AIRWAY IMPROVEMENT ACT OF 1982, SECTION 520 GENERAL CIVlL RIGHTS PROVISIONS (VERSION I, 115/90) The contractor/tenanVconcessionairelIessee assures. that it will comply with pertinent statutes, Executive orders and such rules as are promulgated to assure that no person shall, on the grounds of race, creed, color, national origin, sex, age, or handicap be excluded from participating in any activity conducted with or benefiting from Federal assistance_ This provision obligates the tenant/concessionairelIessee or its transferee for the period during which Federal assistance is extended to the airport a program, except where Federal assistance is to provide, or is in the form of personal property or real property or interest therein or structures or improvements thereon. In these cases the provision obligates the perty or any transferee for the longer of the following periods: (a) the period during which the property is used by the airport sponsor or any transferee for a purpose for which Federal assistance is extended, or for another purpose involving the provisions of similar services or benefits or (b) the period during which the airport sponsor or any transferee retains ownership or possession of the property. In the case of contractors, this provision binds the contractors from the bid solicitation period through the completion of the contract. INSPECTION OF RECORDS - 49 CFR PART 18 (VERSION I, 1/5/90) II-2 -or . ---"r -"T -'.'~ -.,. - r -~ '"' - ~ - ~ ~ ---_._--------.,."---_.."-_.,.~._---_.~--_...- The contractor shall maintain an acceptable cost accounting system. The Sponsor, the FAA, and the Comptroller General of the United States shall have access to any books, documents, paper, and records of the contractor which are directly pertinent to the specific contract for the pwposes of making an audit, examination, excerpts, and transcriptions. The contractor shall maintain all required records for three years after the Sponsor makes final payment and all other pending matters are closed, ..; RIGHTS TO INVENTIONS - 49 CFR PART 18 (VERSION 1,1/5190) AIl rights to inventions and materials generated under this contract are subject to regulations issued by the FAA and the Sponsor of the Federal grant under which this contract is executed. Information regarding these rights is available from the FAA and the Sponsor. BREACH OF CONTRACT TERMS SANCTIONS - 49 CFR PART 18 (VERSION 1, 1/5190) Any violation or breach of the telmS of this contract on the part of the contractor or subcontractor may result in the suspension or termination of this contract or such other action which may be necessary to enforce the rights of the parties of this agreement. DBE REQUIRED STATEMENTS - 49 CFR PART 23 (VERSION 1, 1/5/90) Policy. .it is the policy of the Department of Transportation that disadvantaged business enterprises as defined in 49 CFR Part 23 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this . agreement. Consequently, the DBE reqUirements of 49 CFR Part 23 apply to this agreement. DBE Obligation. The recipient or its contractor agrees to ensure that disadvantaged business enterprises as defined in 49 CFR Part 23 have the maximum opportunity to participate in the penormance of contracts financed in whole or in part with Federal funds provided under this agreement. . In this regard all recipients or contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure that disadvantage.d .business ent~rises have the maximum opportunity to compete for and perfOIm contracts. ReCipIents and theIr contractors II-3 . .. shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of DOT-assisted contracts. '. '. TRADE RESTRlCITON CLAUSE - 49 CFR PART 30 (VERSION 1, 115(90) The contractor or subcontractor, by submission of an offer and/or execution of a contract, certifies that it: a. is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR); b. has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country on said list, or is owned or controlled directly or i:O.direct1y by one or more citizens or nationals of a forcign country on'said list; . c. has "at procured any product nor subcontracted for the supply of any product for use on the project that is produced in a foreign country on said list. Unless the restriptions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30_17, no contract shall be awarded to a contractor or subcontractor who is unable to certify to the above. If the contractor knowingly procures or subcontracts for the supply orany product or service of a foreign. country on said list for the use on the proj.ect, the Federal Aviation Administration may direct through the Sponsor cancellation of the contract at no cost to the Government .. . . FurthQr, the contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in each contract and in all lower . tier subcontracts. The contractor may rely on the certification of a prospective subcontractor unless it has knowledge that the certification is erroneous. ~.J -., The contractor shall provide immediate written notice to the sponsor if the contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed <;iIcumstances. The subcontractor agrees to provide written notice to the contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. . This certification is' a material representation of fact. upon which reliance was placed when making the award. If it is later determined that the contractor or subcontractor knowingly II,4 oj , I ",; . rendered an erroneous certification, the Federal Aviation Administration may direct through the 1 Sponsor cancellation of the contract or subcontract for default at no cost to the Government. .. 1 i . i . . i ~ . , . . i .. . . . . . . . . Nothing contained in the foregoing shall be construed to reqnire establishment of a system of records in order to render, in good faith, the certification required by this provision, The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings_ This certification concerns a matter witlrin the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29 (VERSION 1,1/5/90) The bidder/offeror certifies, by submission of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed' for debarment, declared ineligible, or voluntarily excluded from participatioIl' in this transaction by Wly Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts, Where the bidder/offeror/contractor or any lower tier participant is unable to certif'y to this statement, it shall attach an explanation to this solicitation/proposal. AIRPORT AND AIRWAY IMPROVEMENT ACT OF 1982, SECTION 515 VE1ERAN'S PREFERENCE (VERSION 1, 1/5/90) In the employment of labor (except in executive, administrative, and supervisory positions), preference shall be given to veterans of the Vietnam era. and disabled veterans. However, this preference shall apply only where the individuals are available and qualified to perform the work to which the employment relates. TERMINATION OF CONTRACT - 49 CFR PART 18 (VERSION 1, 1/5/90) II-S 1. The Sponsor may, by written notice, terminate this contract in whole or in part at any time, either for the Sponsor's convenience or because of failure to fulfill the contract obligations, Upon receipt of such notice services shall be immediately discontinued (unless the notice directs otherwise) and all materials as may nave been accumulated in perfonning this contract, whether completed or in progress, delivered to the Sponsor. 2. If the termination is for the convenience of the Sponsor, an equitable adjustment in the contract price shall be made, but no amount shall be allowed for anticipated profit on unperformed services, 3. If the termination is dueto fuilure to fulfill the contractor's obligations, the Sponsor may take over the work and prosecute the same to completion by contract or otherwise. In such case, the contractor shall be liable to the Sponsor for any additional cost occasioned to the Sponsor thereby. . . . 4. If, after notice of termination for failure to fulfill contract obligations, it is determined . that the contractor had not so fuiled, the tennination shall be deemed to have been effected for the convenience of the Sponsor. In such event, adjustment in the contract price shall be made as provided in paragraph 2 of this clause_ 5. The rights and remedies of the Sponsor provided in this clause are in addition to any other rights and remedies provided by law or under this contract. CLEAN AIR AND WATER POLLUTION CONTROL REQUIREMENTS (VERSION 1, lI5/90) Contractors and subcontractors agree: a. That any facility to be used in the performance of the contract or subcontract or to benefit from the contract is not listed on the Environmental Protection Agency (EP A) List of Violating Facilities; b. To comply with all the requirements of Section 114 of the Clean Air Act, as amended, 42 U.S.C. 1857 et seq. and Section 308 of the Federal Water Pollution Control Act, as amended, 33 U.S.C_ 1251 et seq, relating to inspection, monitoring, entry, reports, and information, as well as all other requirements specified in Section 114 and Section 308 of the Acts, respectfully, and all other regulations and guidelines issued thereunder; c, That, as a condition for the award 0 f this contract, the contractor or subcontractor will notifY the awarding official of the receipt of any communications from the EP A indicating that a II-6 .... "1 ... -, I ,J facility to be used for the performance of or benefit from the contract is under consideration to be listed on the EP A List of Violating Facilities; '1 ..... d. To include or cause to be included in any construction contract or subcontract which exceeds $100,000 the aforementioned criteria and requirements. J J J DAVIS BACON REQUIREMENTS -29 CFR PART 5 (VERSION 1, 1/5/90) (1) Minimum Wages. J (i) All Laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week,. and without subsequent deductions or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalent thereof) due at the time of payment computed at rates not less then those contained in the wage determination of the Secretary of Labor which is attached hereto and made part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis-Bacon Act on behalf oflaborers or mechanics are considered wages paid to laborers or mechanics, subject to the provisions of paragraph (1 )(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often then quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CPR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein; Provided, that the employer's payroll records accurately set f<;>rth the time spent in each classification, in which work is performed_ The wage determination (including any additional classification and wage rates conformed under (l)(ii) of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. J ] J J d : (ii)(A) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall ,. II-7 (D) (Hi) approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (I) The work to be performed by the classification requested is not performed by classification in the wage detenninations; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe henelits, bears a reasonable relationship to the wage rates contained in the wage'detennination. (B) If. the contractor and the laborers and mechanics to be employed in the classification (if ~own), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of .the Wage and Hour Division, Employment Standards Administration, U.S. Depar1ment of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modifY, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notifY the contracting officer within the 3D-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140). (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for detennination. The Administrator, or an' authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number ]2]5- 0]40). The wage rate (mcluding fringe benefits where appropriate) determined pursuant to subparagraphs (I }(B) or (C) of this paragraph, shal] be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. Whenever the minimum wage rate prescribed in the contract for a class of] aborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage dctemlination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. II-B - -r (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140). ~.- . ., (2) Withholding. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representstive of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the acerned payments or advances as may he considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until . such violations have ceased. ~,1 ... 1 -~ .i -- .. (3) Payrolls and basic records. . - (i) Payrolls and basic records relating thereto shall be maintained by the contractor' during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(IXiv) that the wages of any laborer or mechanic include the amount of any. costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates - - ... - I J II-9 '1 IJ prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017). (ii)(A) The contractor shall submit weekly, fur each week in which any contract work is performed, a copy of all pa)TolIs to the applicant, sponsor, or owner, as the case may be, for transmission to the Federal Aviation Administration. The pa)Tolls submitted shall set out accurately and completely all of the information required to .be maintained under paragnq,h 5.5(a)(3)(i) above. This information may be submitted in any form described_ Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U_S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of pa)TolIs by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149). (B) Each pa)Toll submitted shall be accompanied by a "Statement of Compliance", signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certifY the following; (1) That the pa)Toll for the pa)Toll period contains the infonnation required to be maintained under paragraph (3)(i) above and that such information is correct imd complete; (2) That each laborer and mechanic (mcIuding each helper, apprentice and trainee) employed on the contract during the pa)Toll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations 29 CPR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage. rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfY the requirement for submission of the "Statement of Compliance" required by paragraph (3)(ii)(B) of this section_ (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 ofTitIe 18 and Section 231 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under paragraph (3)(i) of this section available for inspection, copying or transcription by authorized II-10 I I I I I I I I I I. I I I J J I I I I representatives of the Sponsor, the Federal Aviation Administration or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds_ Furth=ore, failure to submit the required records upon request or to make such records available may be grounds for debarment actions pursuant to 29 CFR 5.12, (4) Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.s. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprentice program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered prograffi. Any worker listed on a payroll at an apprentice wage rate, who is not registered or' otherwise employed as stated above, shall be paid not less then the applicable wage rate on the wage deterinination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed_ Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program, If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage deteimination for the applicable classification. If the Administrator det=ines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination_ In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer II-ll --.----..-----.........-".--.-,.,---.,- >'"--..--- .. be permitted to utilize apprentices at less than the applicable predetennined rate for the work performed until an acceptable program is approved. (ii) Trainees, Except as provided in 29 CPR 5.1 6, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Adminlstration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage detennination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the . corresponding journeyman wage rate on the wage det=ination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage detennination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetennined rate for the work performed until an acceptable program is approved_ (Hi) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CPR Part 30_ (5) Compliance With Copeland Act Requirements. The contractor shall comply with the requirements of 29 CFR Part 3, which are inCorporated by reference in this contract. (6) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR Part 5.5(a)(1) through (10) and such other clauses as the Federal Aviation Administration may by appropriate instlUctions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CPR Part 5.5. II-12 ~ . >-- .. . Il . '""J . J '] T" J '. "! J 'J '.1 ':1 :1 "1 "1 ".. "J ,:1,-'- MI S'ir- ~.?. .....';.~ AI r-'. l' ,,; , , -1 .J ] ] ] ] ] ] ~ - "'1 , - .., - ~ . . (7) Contract Tennination: Debarment A breach of the contract clauses in paragraph (1) through (10) of this section and paragraphs (I) through (5) of the next section below maybe grounds for termination of the contract, and for the debarment as a contractor and a subcontractor as provided in 29 CFR 5.12, (8) Compliance With Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1,3, and 5 are herein incorporated by reference in this contract. (9) Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract_ Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5,6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U,S, Department of Labor, or the employees or their representatives, . (10) Certification of Eligibility. (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(I). (Ii) No part of this contract shall be subcontracted to a person or firm ineligible fPr award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(I). (tii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U,S_C. 1001. CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS - 29 CFR PART 5 (VERSION I, 1/5/90) (I) Overtime Requirements. No contractor or subcontractor contracting for imy part of the contract work which may require or involve the employment of laborers or mechanics shall . require or permit any such laborer or mechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and II-13 one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. . (2) Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph 1. above, the contractor or any subcontractor responsible therefor . shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchn:ien and guards, employed in violation of the clause set forth in paragraph 1 above, in the sum of $1 0 for each calendar day on which such individual was required or pennitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph I above. (3) Withholding for Unpaid Wages and Liquidated Damages. the Federal Aviation Administration or the Sponsor shall upon its own action or 'upon written request of an authorized representative of the Department of Labor withhold or caUSe to withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and Hquidated damages its provided in the clause set furth in paragraph 2 above. (4) Subcontractors. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs I through 4 and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or iower tier subcontractor with the clauses set furth. in paragraphs I through 4. ( 5) Working Conditions. No contractor or subcontractor may require any latJorer or mechanic employed in the performance of any contract to work in sUrro~dings or under woridng conditions that are unsanitary, hazardous or dangerous to his health or safety as determined under construction safety and health standards (29 CFR Part 1926) issued by the Department of Labor_ ~."j ~.".l EQUAL EMPLOYMENT OPPORTUNITY - 41 CFR PART 60-L4(b) (VERSION 1,1/5/90) _..J; During the performance of this contract, the contractor agrees as follows: ~J._ -'. ,;...,L II-14 -'- ; , .i ] J ] ] ] ] ] d ] 1 ... ] ] 1. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex:, or national origin. The contractor will take affinnative action to ensure that applicants are employed, and that employees are treated during employment withont regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;' layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the prqvisions of this nondiscrimination clauses. . 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, or national origin. 3. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be' provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies' of the notice in conspicuous places available to employees and applicants for employment. . 4. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, as amended, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The cOntractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders, 6. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, tenninated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedure authorized in Executive Order 11246 of September 24; 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7,. The contractor will include the portion 'of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase II-15 order unless exempted by mles, regulations, or orders of ilie Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24,1965, so iliat such provisions will be binding upon each subcontractor or vendor. The contractor will take such action wiili respect to any subcontract or purchase order as ilie administering agency may direct as a means of enforcing such provision, including sanctions for noncompliance: Provided, however, iliat in ilie event a contractor becomes involved in, or is threatened wiili, litigation wiili a subcontractor or vendor as a result of such direction by the administering agency ilie contractor may request ilie United States to enter into such litigations to protect ilie interests ofilie United States. NOT~ESTOBEPOSTEDPERPARAGRAPHS (1) AND (3) OF THE EEO CLAUSE - 41 CFR PART 60-1.4(b) (VERSION I, 115/90) Equal Employment Opportunity is the Law - Discrimination is Prohibited by ilie Civil Rights Act. of 1964 and by Executive Order No. 11246. Title VII ofilie Civil Rights Act of 1964 - Administered by: The Equal Employment Opportunity COmmission Prohibits discrimination becaUlle of Race, Color, Religion, Sex, or National Origin by Employers with 25 or more employees, by Labor Organizations with a hiring hall of 25 or more members, by Employment Agencies, and by Joini Labor-Management Committee for Apprenticeship or Training. Any person who believes he or she has been discriminated against should contact: The Office of Federal Contract Compliance Programs U.S. Department of Labor Washington, D.C. 20210 NOTICE FOR SOLICITATION FOR BIDS (BID NOTICE) - 41 CFR PART 60-4.2 (VERSION I, 115/90) 1. The Offeror's or Bidders's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. II-16 ... -' ... ... -' ... .., ... - - -' j 3 . I .J .. [ -' J -' . , ~ 2. The goals and timetables for the minority and female participation, expressed in percentage terms for the contractor's aggregate workforce in each trade on all construction work in the covered areas, are as follows: Timetables Goal for minority participation for each trade Goal for female participation in each trade Effective until further notice 1.6% 6.9% These goals are applicable to all contractor's construction work (whether or not it is Federal or federally-assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its Federally involved and non-federally involved construction. .The contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3( a), and its efforts to meet the goals. The hours on minority and female employment and training shall be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project, for the sole purpose of meeting the contractor's goals, shall be a violation of the contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The contractor shall provide written notification to the Director, OFCCP, within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of subcontract; and the geographic area in which the subcontract is to be performed, 4. As used in this notice and in the contract resulting from this solicitation, the "covered area" is Beverly, Massachusetts, Essex County. II-H , . NOTICE TO PROSPECTIVE FEDERALLY ASSISTED CONSTRUCTION CONTRACTORS - 41 CFR 60-1.8 (VERSION 1, 1/5/90) I. A Certification of Nonsegregated Facilities shall be submitted prior to the award of a federally-assisted construction contract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity Clause. 2. Contractors receiving federally-assisted construction contract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity Clause. NOTE: The penalty for making false statements in offers is prescnbed in 18 U.S.C. JODI. NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENTS FOR CERTIFICATION OF NONSEGREGATED FACILITIES 1. A Certification of Nonsegregated Facilities shall be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity Clause. 2. Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the forwarding of this notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity Clause. NOTE: The penalty for making false statements in offers is prescribed in 18 V.S.C. 1001. CERTIFICATION TO BE SUBMITTED BY FEDERALLY ASSISTED CONSTRUCTION CONTRACTORS AND THEIR SUBCONTRACTORS (APPLICABLE TO FEDERALLY ASSISTED CONSTRUCTION CONTRACTS AND RELATED SUBCONTRACTS EXCEEDING $10,000 WHICH ARE NOT EXEMPT FROM THE EQUAL OPPORTUNITY CLAUSE) II-18 r- r-.. , .. ; , rJ ] , .,J CERTIFICATION OF NONSEGREGA TED FACILITIES The federally-assisted construction contractor certifies that he does not maintain or provide, for his employees, any segregated facilities at any of his establishments and that he does not permit his employees to perfonn their services at any location, under his control, where segregated facilities are maintained. The federally-assisted construction contractor certifies that he will not maintain or provide, for his employees; segregated facilities at any of his establishments and that he will not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The federally-assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportuuity Clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms, and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated on the basis of race, color, religion, or national origin because of habit, local custom, or any other reason. The federally-assisted construction contractor agrees that (except where he has obtained identical certifications from proposed snbcontractors for specific periods) he will obtain identical certifications from proposed subcontractors prior to award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause and that he will retain such certifications in his files. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (41 CFR 60-4.3) (VERSION 1, 1/5190) 1. As used in these specifications: a. "Covered area" means the geographic area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs (OFCCP), U.S. Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal social security mnnber used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941; d. "Minority" includes: (I) Black (all) persons having origins in any of the Black' Afiican racial groups not of Hispanic origin); II-l9 (2) Hispanic (aU persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish culture or origin regardless of race); (3) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (4) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification), 2. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this 'contract resulted. 3. If the contractor is participating (pursuant to 41 CPR 60-4.5) in a Hometown Plan'approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall bein accordance with that Plan for those trades which have unions participating in the Plan. Contractors shall be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved plan is individually required to comply with its obligations under the EEOclause and make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The contractor shall implement the specific affirmative action standards provided in paragraphs 1a through 7p of these specifications. The goals set forth in the solicitation from which this contract resulted ar~ expressed as percentages of the total hours of employment and training cif minority and female utilization the contractor should reaSonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in a geographical area where they do not have a Federal or federally-assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. . , f ! II-20 I '~, ~ j" :,:"" i/i ~, ~ J J J 1 .. -J :.t '" " ~ . . . 5. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement to refer either minorities or women ' shall excuse the contractor's obligations under these specifications, Executive Order I 1246 or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such appreritices and trainees shall be employed by the contractor during the training period and the contractor shall have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees shall be trained pursuant to training programs approved by the u.s. Department of Labor. 7. The contractor shall take specific affinnative actions to ensure equal employment opportunity. The evaluation of the contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The contractor shall document these efforts fully and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor's employees are assigned' to work. The contractor, where possible, will assign two or more women to each ConstrUction project. The contractor shall specifically ensure that all foremen, superintendents, and other onsite supervisory personnel are aware of and carry out the 'contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, . provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in the file with the reason therefore along with whatever additional actions the contractor may have taken. . d. Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement has not referred to the contractor a minority person or female sent by the contractor, or when the contractor has other information that the union referral process has impeded the contractor's efforts to meet its obligations. II-21 - - e. Develop on-the-job training oPllOrtunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs ~ and apprenticeship and trainee programs relevant to the contractor's employment needs, espeCially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources complied under 7b above. ~ f. Disseminate the contractor's EEO policy by providing notice of the policy to uuions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the companynewspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including specific review of these items with onsite supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifYing the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the contractor'sEEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and Providing written notification to and discussing the contractor's EEO policy with other contractors and subcontractors with whom the contractor does or anticipate doing business: i. Direct its recruitment efforts, both oral and written, to minority, female, and community organizations, to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the contractor shall send written notification to organizations, such as the above, describing the openings, screening procedures, and tests to be used inn the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable provide after school, summer, ,and vacation employment to minority and female youth both on the site and in other areas of a 'contractor's workforce. r' , II-22 D ~ ~ ,1 jJ J J J J -1 .. j -I , .. .. .. .. .. .. .. .. .. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. ' I. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel, for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assigrnnents, and other personnel practices do not have a discriminatory effect by continually monitoriog all personnel and employment related activities to ensure that the EEO policy and the contractor's obligations under these specifications are being carried out n. Ensure that all facilities and company activities are nonsegregated except that separate or single user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontractors from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p; Conduct a review, at least annually, of all supervisor's adherence to and performance under the contractor's EEO policies and affirmative action obligations. 8. Contractors are encourages to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor union, contractor community, or other similar groups of which the contractor is a member and participant may be asserted as fulfilling anyone or more of its obligations under 7a through p of these specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities, and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's and failure of such group to fulfill an obligation shall not be a defense for the contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and nonrninority. Consequently, if the particular group is employed in a substantially disparate manner (for example, even though the contractor has 'achieved its goals for women generally,) II-23 '-1\ , .I the contractor may be in violation of the Executive Order if a specific minority group of women is underutiIized. -'r '" 10. The contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. ~, 11. The contractor shall not enter into any subcontract with any person or fiim debarred from Government contracts pursuant to Executive Order 11246. 12. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equSl employment opportunity, If the contractor fails to comply with the requirements of the Executive Order, the implementing regolations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14, The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as Illay be required by the Goyernment, and to keep records. Records shall ,at least include for each employee, the name, address, telephone number, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e,g. mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indiCated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfY this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g. those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 1I-24 I I I I I J :i} ;, J j '1 . J 1 . I . . . . .. .. ... INSTRUCTIONS TO BIDDERS 1. Section 60-1. 7(b) of the regulations of the Secretary of Labor requires each bidder or prospective prime contractor and proposed subcontractor, where appropriate, to state in the bid whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and if so whether it has filed with the Joint Reporting Committee, the Director, an agency, or the former President's Committee on Equal Employment Opportunity all reports due under the applicable filing requirements, In any case in which a bidder or prospective prime contractor or proposed subcontractor has participated in a previous contract subject to Executive Orders 10925, 11114, or 11246 and has not filed a report due under the applicable filing requirements, no contract or subcontract shall be awarded unless such contractor submits a report covering the delinquent period or such other period specified by the FAA or the Director, OFCC. 2. To effectuate these requirements, the Bidder shall complete and sign the following statement by checking the appropriate boxes. The bidder has [ ] has not [ ] participated in a previous contract subject to the equal opportunity clause prescribed by Executive Order I 0925, Executive Order 11246, Executive Order 11114. The bidder has [ ] has not [ ] submitted all compliance reports in connection with any Such contract due under the applicable filing requirements; and that representations indicating submission of required compliance reports signed by proposed subcontractors will be obtained prior to award of subcontracts. If the bidder has participated in a previous contract subject to the equal opportunity clause and has not submitted compliance reports due under applicable filing requirements, the bidder shall submit a compliance report on Standard Form 100, "Employee Information Report EEO-l " prior to the award of contract. Dated ,2006 Legal Name of Person, Firm, or Corporation By Title II-25 NOTICE TO PROSPECTIVE CONTRACTORS OF REOUIREMENT FOR CERTIFICATION FOR NONSEGREGATED FACILITIES: ,I I .. '~ ".~ 1- ....;~ The Following: ....~ Certification of Nonsegregated Facilities must be submitted prior to the award of a contract ~" or snbcontract exceeding $10,000 which is not exempt from the provisions of the equal opportunity clause. Certification - the information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (Please type) Sigoature Date , INTERNAL NUMBER REVENUE SERVICE EMPLOYER IDENTIFICATION Note: The penalty for making false statements in offers is prescribed in 18 V.S.C. 1001. II-26 T ~1 fr ~: ! H~' -~T;_:~ ~.--- , H~,:i -~ v;, "t', ~1 gj ;It! ~::~' :'d', ~._: P", ,-, ;1~ , }[~ 't'\j; --"--_._-----_._---,_.--,-_.__._.--~-----~- BUY AMERICAN REQUIREMENTS NOTICE TO BIDDERS BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR CONSTRUCTION CONTRACTORS (IAN 1991) (a) The Aviation Safety and Capacity Expansion Act of 1990 provides that preference be given to steel and manufactured products produced in the United States when funds are expended pursuant to a grant issued under the Airport Improvement Program. The following terms apply: 1. Steel and 1l1anufactured products. As used in this clause" steel and manufactured products include (1) steel produced in the Uuited States or (2) a manufactured product produced in the United States, if the cost of its components mined, produced or manufactured in the Uuited States exceeds 60 percent of the cost of all its components and final assembly has taken place in the United States. Components of foreigo origin of the same class or kind as the products referred to in subparagraphs (b)(l) or (2) shall be treated as domestic. 2. Components. As used in this clause, components mean those articles, materials, and supplies incorporated directly into steel and manufactured products. 3. Cost ofC01l1Ponents. This means the costs for production of the components, exclusive of final assembly labor costs. (b) The successful bidder will be required to assure that only domestic steel and manufactured products will be used by the Contractor, subcontractors, materiahnen, and suppliers in the performance of this contract, except those - (1) that the U.S. Department of Transportation has determined, under the Aviation Safety and Capacity Expansion Act of 1990, are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality; ,(b) that the u.s. Department of Transportation has determined, under the Aviation Safety and Capacity Expansion Act of 1990, that domestic preference would be inconsistent with the public interest; or (c) that inclusion of domestic material will increase the cost of the overall project contract , by more than 25 percent. (End of Clause) II-27 BUY AMERICAN CERTIFICATE (JAN 1991) , By submitting a bid/proposal under this solicitation, except for those items listed by the offeror below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufactured product, is produced in the Uuited States (as defined in the clause Buy American - Steel and Manufactured Products or Buy American - Steel and Manufactured Products For Construction Contracts) and that components of unknown origin are considered to have been produced or manufactured outside the United States. Offerors shall refer to the lists of articles, materials, and supplies accepted from this provision included in Exhibit 1, Supplemental General Provisions, pages II-26 through ll-29 PRODUCT: COUNTRY OF ORIGIN: .- (Date) (Name of Bidder) By: Title: II-2B :'l" k-- ~ I ! ~ I J. ~~1 i' I ",," ;..', ~~ List of Supplies/Materials that the U,S. Government Has Determined Are Not Produced In The United State In Sufficient and Reasonably Available Quantities and Of Sufficient Quality (Ian 1991). Acetylene, black. Agar, bulk. , Anise. Antimony, as metal or oxide, Asbestos, amosite, chrysolite and crocidolite, Bananas. Bauxite. Beef, corned, canned. Beef extract. Bephenium Hydroxynapthoate. Bismuth. Boo~, trade, text, technical or scientific; newspapers; pamphlets; magazines; periodicals; printed briefs and fihns; not printed in the Uuited States and for which domestics editions are not available. Brazil nuts, unroasted. Cadmium, ores and flue dust. Calciwn Cyanamide. Capers. Cashew nuts, Castor beans and castor oil. Chalk, English. Chestnuts. Chicle. Chrome ore or chromite. Cinchona bark. Cobalt, in cathodes, rondelles, or other primary ore and metal forms. Cocoa beans. Coconut and coconut meat, unsweetened, in shredded, desiccated or similarly prepared form. Coffee, raw or green bean, Cochicine alkaloid, raw. Copra. wood or bark and waste. II-29 Cover glass, microscope slide. Cryolite, natural. Dammar gum. Diamonds, industrial, stones and abrasives. Emetine, bulk. Ergot, crude. Erthrityl tetranitrate. Fair linen, altar. Fibers of the following types: abaca, abace, agave, con, flax, jute, jute burlaps, palmyra and sisal. Goat and kidskins Graphite, nature, crystalline, crucible grade. Handsewing needles. Hemp yam. Hog bristles for brushes. Hyoscine, bulk. Ipecac, root. Iodine, crude. Kaurigum. Lac. Leather, sheapskin, hair type. Lavender oil. Manganese. Menthol, natural bulk. ~ca. ' Microprocessor chips (brought onto a construction site as saparate' units, for incorporation into building systems during construction or rapalr and alteration of real property.) Nickel, primary, in ingots, pigs, shots, cathodes or similar forms; nickel oxide and uickel salts. Nitroguanidine (also known as picrite). List of SuppIies/Materials that the U.S. Government Has Determined Are Not Produced in The United States In Sufficient and Reasonable Available Quantities and Of Sufficient Quality. (Jan 1991) (CONTINUED) Nux vomica, crude. Oiticica oil. Olive oil. Olives (green), pitted or unpitted, or stuffed, in bulk. Opium, crude. Oranges, mandarin, canned. Petroleum, <;rUde oil, unfinished oils, and finished products (see definitions below). Pine needle oil. Platinum and related group metals, refined, as sponge, powder, ingots, or cast bars. Pyrethrum flowers. Quartz crystals. Quebracho. Quinidine: Quinine. Rabbit fur felt 'Radium ~alts, source and special nuclear materials. Rosettes. Rubber, crude and latex. Rutile. Santonin, crude. 8=1:In. Shellac. Silk, raw and umnanufactured. Spare and replacement parts for equipment of foreign manufacture, and for which domestic parts are not available. Spices and herbs, in bulk. Sugars, raw. Swords and scabbards: Talc, block, steatite. II-30 Tantalum. Tapioca flour and cassava. Tartar, <;rUde; tartaric acid and cream of tartar in bulk. Tea in bulk. Thread, metallic (gold). Thyme oil. Tin in bars, blocks, and pigs. Triprolidine hydrochloride. Tungsten. Vanilla beans. Venom, cobra. Wax, canauba. Woods; logs, veneer, and lumber of the following species: Alaskan yellow cedar, angelique, balsa, ekki, greenhart, lignum' vitae, mahogany, and teak. Yam, 50 Denier rayon. l J, ,f , J J J ~ ] ] ! ] '1 - j ) l . (F) l .. (G) 'I I .. (H) , , , .. c ~ ~ ,List of Supplies/Materials that the U.S. Government Has Detennined Are Not Produced In The Uuited States In Sufficient and Reasonably Available Quantities and Of Sufficient Quality. (Jan I 991)(CONTINUED) Petrolewn terms are used as follows: "Crude oil" means crude petroleum, as it is produced at the' wellhead, and liquids (under atmospheric conditions) that have been recovered from mixtures of hydrocarbons that existed in a vaporous phase in a reservoir and that are not natural gas products, "Finished products" means anyone or more of the following petroleum oils, or a mixture or combination of these oils, to be'used without further processing except blending by mechanical means: (A) "Asphalt" - a solid or semi-solid cementitious material that (1) gradually liquefies when heated, (2) has bitumens as its predominating constituents, and (3) is obtained in refining crude oil. (B) "Fuel Oil" - a liquid or liquefiable petmleum product burned for lighting or for the generation of heat or power and derived directly or indirectly from crude oil, such as kerosene, range oil, distillate fuel oils, gas oil, diesel fuel, topped crude oil, or residues. (C) '''Gasoline'' - a refined petroleum distillate that, by its conswnption, is suitable for use as a carburant in internal combustion engines. (D) (E) "Jet Fuel" - a refined petrolemn distillate used to fuel jet propulsion engines. "Liquefied gases" - hydrocarbon gases recovered from natural gas or produced from petroleum'refining and kept under pressure to maintain a liquid state at ambient temperatures. "Lubricating oil" - a refined petroleum distillate or specially treated petroleum residue used to lessen fiiction between surfaces, "Naphtha" - a refined petroleum distillate falling within a distillation range overlapping the higher gasoline and lower kerosenes, ''Natural gas products" - liquids (under atmospheric conditions) including natural gasoline, that - (1) are recovered by a process of absorption, adsorption, compression, refrigeration, cycling; or a combination of these. processes, from mixtures of II - 31 hydrocarbons that existed in a vaporous phase in a reservoir; and (2) when recovered and without processing in a refinery, definitions of products contained in subdivision (B), (C), and (G) above, (I) "Residual fuel oil" - a topped crude oil Dr viscous residuum that, as obtained in refining or after blending with other fuel oil, meets or is the equivalent of MILSPEC Mil-F-859 for Navy Special Fuel Oil and anymore viscous fuel oil, such as No.5 or Bunker C. "Unfiuished oils" means one or more of the petroleum oils listed under "Finished products" above, or a mixture or combination of these oils, that are to be further processed other than by blending by mechanical means. II - 32 I I ( [ [ [ [ [ r - - - - - - - - - EXHIBIT J TECHNICAL SPECIFICATIONS Please download separate file from www.colliergov.netlbid GC-CA-J-1 EXHIBIT K PERMITS Please download separate file from www.colliergov.netlbid GC-CA-K-1 .O"""__.__'___n__..___._ .._ ______,_ ."""_"~__,___~_"______ DEPARTMENT OF THE AR'\i[Y JACKSONVILLE DISTRICT CORPS OF ENGINEERS FORT MYERS REGCLA TOR\' OFFICE 1520 RO"AL PALM SQUARE BOliLEVARD.SlitTE 310 FORT MrERS, FLORIOA 33919 JAN () B 2DOl DEPARTMENT OF THE ARMY PERMIT Permittee: Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, Florida 34112 Permit No: SAJ-1997-2362(IP-HWB) Issuing Office: US Army Engineer District, Jacksonville NOTE: The term "you" and its derivatives, as used in this permit, mean the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the US Army Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: Construct a parallel taxiway and other improvements at the Marco Island Executive Airport. Project also includes the mowing and trimming of mangroves and other vegetation to maintain open airspace in accordance with FAA Regulations. The project would require the discharge of approximately 33,514 cubic yards of fill material into 13.60:1: acres of mangrove wetlands and approximately 46,190 cubic yards of fill material into 7.78:1: acres of open water estuarine habitat. The work is to be completed in accordance with the attached plans numbered SAJ-1997-2662 in 13 sheets dated October 2, 2006 and the Vegetation Management Plan numbered SAJ-1997 -2662 in 4 sheets dated October 2, 2006. These drawings can be found in Attachment A and Attachment E, which is attached to, and becomes part of, this permit. Project Location: The project is located at Marco Island Executive Airport at the end of Mainsail Drive in Section 26, Township 51 South, Range 26 East, Collier County, Florida and involves tidal mangrove wetlands adjacent to Mellvane Bay. Gulf of Mexico. Latitude 25059'38" N, Longitude 81040'20" W SAJ-1997-2362(IP-HWB) Marco Island Executive Airport General Conditions: 1. The time limit for completing the work authorized ends on NOVEMBER 24. 2011. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the termS and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit. you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature and mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached (Attachment B). 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. 7. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2 SAJ-1997-2362(1P-HWB) Marco Island Executive Airport Special Conditions: 1. The permittee shall notify the Corps in writing at least 48 hours prior to commencement of the work authorized by this permit and shall provide a written status report every six months until the authorized work has been completed. This commencement notification, status reports, monitoring reports, and all other reports regarding this permit shall be submitted to the U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, Florida 32232- 0019 and shall reference the permit number. 2. The applicant shall provide compensatory mitigation for unavoidable wetland impacts by enhancing an off-site parcel owned by The Rookery Bay National Estuarine Research Reserve known as the ''Trash Road Mitigation Site" (Attachment C). The parcel is 324.16 acres and is located along the west side of Barefoot Williams Road in Section 5, 8 & 9, Township 51 South, Range 26 East, in Collier County, Florida. The mitigation plan includes 7.56 acres of wetland restoration, 213.97 acres of wetland enhancement, 79.41 acres of upland enhancement, backfilling of 1.0 acre of ditches to restore natural hydrology, and geo-webbing of two sites along a 1.23 acre Florida Power and Light easement road to re-establish surface water sheet flow. These mitigation activities shall be completed prior to wetland impacts occurring at Marco Island Executive Airport. 3. Unless Identified in the Trash Road Mitigation Plan (Attachment C) or otherwise specifically stated in the Special Conditions of the permit, the Trash Road Mitigation Site shall remain in a natural state in perpetuity and shall not be disturbed by any dredging, filling, land clearing, agricultural activities, planting, or other construction work whatsoever. Any deviation from the mitigation plan shall require Department of Army authorization, either as a modification to any penmit issued or a separate authorization, and may require additional mitigation. 4. The 324.16 Trash Road Mitigation Site shall be enhanced and managed in perpetuity for the control of invasive exotic vegetation as defined by the Florida Exotic Pest Plant Council's 2001 List of Invasive Species (Category 1) Ihttp://www.fleppc.orql). There shall be no invasive exotic vegetation or nuisance plant species of seed bearing size in the mitigation area. Plants over three feet in height are considered to be seed bearing size. At no time shall the density of invasive exotic vegetation or nuisance plant species smaller than seed bearing size exceed 2% of the aerial cover in any individual stratum. At no time shall the total density of invasive exotic vegetation or nuisance plant species smaller than seed bearing size exceed a total of 4% for all strata. 3 SAJ-1997-2362(IP-HWB) Marco Island Executive Airport 5. The permittee shall monitor the 321.16-acre Trash Road Mitigation Site. Monitoring shall consist of baseline monitoring (prior to mitigation construction), time-zero monitoring (within 30 days following completion of the mitigation work), and annual monitoring reports thereafter. All monitoring reports shall be mailed to the U.S. Army Corps of E6gineers, Regulatory Division, Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232-0019. Each monitoring report shall include data collected on vegetation, wildlife, rainfall, and wetland water levels, and other information as described in Attachment C and must also include the following items: (1) Department of the Army Permit number, (2) Sequence number of the report being submitted, (3) Date the next report is expected to be submitted, and (4) Brief summary of the status of the mitigation including any problems encountered and the remedial actions taken. 6. Annual monitOring shall continue for a minimum offive years. After five years of monitoring, additional monitoring would be required unless and until the success criteria has been met for three consecutive years. A request for a final Inspection shall be submitted with the last monitoring report. The Corps of Engineers shall make the success determination. 7. Prior to the commencement of any construction on the project site, the applicant shall purchase the 26.04 acres of mangrove islands (three separate islands)(Attachment D) and donate/convey the ownership of the 26.04 acres of mangroves islands to the Rookery Bay National Estuarine Research Reserve (or the appropriate office of the Florida Department of Environmental Protection). 8. The mitigation areas shall be considered successful when the following is met: . The vegetative cover, within the wetland mitigation areas, shall be at least 80% coverage continuously for a period of three years with native wetland vegetation. . Nuisance and exotic species shall be Iim ited to less than 4% of the total vegetative cover in any and all areas. . A statement from Rookery Bay National Estuarine Research Reserve that the Trash Road Parcel has been enhanced and restored in accordance with the mitigation plan and that Rookery Bay National Estuarine Research Reserve assumes full responsibility for the perpetual maintenance and management of the parcel as a natural area free of exotic vegetation. . The 26.04 acres of mangrove islands has been purchased and donated/conveyed to the State of Florida. 4 SAJ-1997-2362(IP-HWB) Marco Island Executive Airport 9. Your responsibility to complete the required compensatory mitigation as set forth in the Special Conditions above, will not be considered fulfilled until you have demonstrated mitigation success and have received written verification from the U.S. Army Corps of Engineers. . 10. Mowing, clearing and trimming of mangroves within or around the project site shall be conducted in accordance with the Vegetation Management Plan (Attachment E). Any deviation from the Vegetation Management Plan shall require Department of Army authorization, either as a modification to any permit issued or a separate authorization, and may require additional mitigation. 11. If during the progress of this project, prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, or any other physical remains that could be associated with Native American cultures are enoountered at any time within the project site area, work should cease in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Department of State, Division of Historical Resources, Review and Compliance Section at 850/245-6333 or 800/847-7278, as well as the appropriate P8rmitting agency office. Project activities should not resume without verbal and/or written authorization from the Division of Historical Resources. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. 12. No construction or mangrove trimming shall occur during the American crocodile nesting season between the months of March through September. 13. Within 60 days of completion of the work authorized and mitigation, the permittee shall provide to the US Army Corps of Engineers as-built drawings of the authorized work, including mitigation, and a completed As-Built Certification Form (Attachment F). 14. rfthe approved permit drawings conflict with the specific conditions, then the specific conditions should prevail. 5 -_.._--~-----,.."....~~--_._-_., - _..--,..__...._-----_._~ SAJ-199 7 -2362(1P-HWB) Marco Island Executive Airport Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: ( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C.1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, and local authorization required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 6 SAJ-1997-2362(IP-HWB) Marco Island Executive Airport 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). c. Significant new information surfaces, which this office did not consider in reaching the original public interest, decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained In 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide forthe issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. 7 SAJ-1997-2362(1P-HWB) Marco Island Executive Airport JAN () 8 2007 Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. ~~ 17- 1:'-06 (DATE) -rhe.("esp., ('...co\<:..) r=:l<","cu-t-'ivc. "t:l,"Ec*",. Co\\~e.(" CoUf\~ f>,\,~orl. P\uthO{":~ ' . ~ (TYPE OR PRINT PERMITTEE NAME AND TITLE) . <.l This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has sign d below. .fL- \ - '8 -'0 '7 (DATE) THIS PERMIT CONTAINS 6 ATTACHMENTS, TOTALING 41 PAGES Attachment A- PERMIT DRAWINGS (13 pages dated October 2,2006) Attachment B - SPECIFIC CONDITIONS from FDEP (Permit 11-0129042-002 dated June 26, 2003 - 5 pages) Attachment C - TRASH ROAD MITIGATION PLAN (13 pages dated October 2,2006) Attachment D - MANGROVE ISLANDS TO BE PURCHASED (3 pages) Attachment E - VEGETATION MANAGEMENT PLAN (4 pages dated October 2,2006) Attachment F - AS BUILT CONDITIONS (3 pages) 8 SAJ-1997 -2362(IP-HWB) Marco Island Executive Airport Permit Transfer: When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) ofthe property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the original permittee and the new transferee sign and date below. (PERMITTEE - SIGNATURE AND TITLE PERMIT NUMBER: SAJ-1997-2362(IP-HWB) DATE LOCATION & AUTHORIZED WORK: The project is located at Marco Island Executive Airport at the end of Mainsail Drive in Section 26, Township 51 South, Range 26 East, Collier County, Florida and involves the construction of a parallel taxiway and other improvements in tidal mangrove wetlands adjacent to Mcllvane Bay, Gulf of Mexico. Latitude 25059'38" N, Longitude 81040'20" W (TRANSFEREE - SIGNATURE) (DATE) (NAME AND TITLE - PRINTEDfTYPED) (NAME AND ADDRESS (CITY, STATE, AND ZIP CODE) - PRINTEDfTYPED) (TELEPHONE NUMBER) The above transfer agreement should be completed and mailed to the local Corps of Engineers Regulatory Office or to: U.S. Army Corps of Engineers, Jacksonville District ATTN: Regulatory Division, Enforcement Section P.O. Box4970 Jacksonville, Florida 32232-0019 9 SAJ-1997 -2362(1 P-HWB) Marco Island Executive Airport ATTACHMENT A: PERMIT DRAWINGS (13 pages dated 2 OCtober 2006) A ~ N.T.S. !.. '" ... '" .... '" '" '" .... "j _: '-= R 26 E --".,-..,..--,--------- "'. er ~\~~_on PROJECT NAME: MARCO ISLAND EXECUTIVE AIRPORT ApPLICANT: COLLIER COUNTY AIRPORT AUTHORITY PROJECl DWG. N{ DRAWN REVIS'OI SAJ-1997 -2362(IP-HWB) Marco Island Executive Airport 2 October 2006 Page I of 13 A ~ ~ IU " ~ ~ fJfl u . ui.o % OW~ aj1 .0 a~~ ~. ~~G ~2l2 w~ 00 W.O c-. 3:;;'lw ~~~ %~- <.~ .oo~ ~gi ~.c ..0 0 ~d~ >-::z~ '2 '" a [;;s>.: ~~Ci1 .00 "- a 00 IiJl@ c. . 0 ~ ~@i~ 5;;<!!' ,..., "," ;~~ ~. ~wg ii:i:cl '" ~ w~" '" =q;g~ . . >~% 0<0 ~a:~ >WO ,:.: Iii W ~ :Co~ ..% W ..J ~.~~ l!:"'~ w I- <{ ~,,~ OWij :1.0)- f5 '" <r u .....:....... wo. en Cl UJ [..... '.'. t.{.: ..' .... '. ~'::':' t':::: ..... i\ t:::. .... J..:;:- '. .... <:: ::::;. . A 1111 ~ 1,' .' .:. ( (" .r '~::, -. ',' :.: f(~:: ;.; .:.: N 0 , '" ..s ..s <[ L tJ.. "- J: a.: <r '" L '" ;..: Q 0 co in z z <r z z 0 -' .,; ;0 u; I- <r ;;: LU ;0 '" w ;:: 0 0 a: . ~ '" W 0 . W ~ " I- a ~ ~ '" " . 0 >- .~ ~ "- .- w~ - '" l- .- ! s~ <" ." <i: 1r Fg a. Q "~ ~j W . 8:i w '" a" > I- ,,", ,,~ :;l~ ::J DID ;::: <[ ::J U I- ill '" >< 0 ill "- '" '" z <i: <{ >- ..J -"l I- Z 0 ::J 0 U U '" <{ '" L: w ::J W ..J 0 >: U <{ ,:.: Z I- Z <{ SAJ-1997-2362(IP-HWB) u u w ::J ..., Marco Island Executive Airport 0 "- '" "- 2 October 2006 "- <[ Page 2 of 13 j I . A ~ .. 5ffi~ " d. 3"' ~! ...~:r. ~~ ~r..19 :S~ ;"<02 S5~ . ~~~ !n 8 h! ~~~ ..., 0 & ID;!~ ~2~ El~ *;:::; N 0 ~:t "- 0 DO f,. ~ ~.. 0 ~ ~H ::! ..., ~, ~~~ ..., ~ ~ . ~~i 0- ~~~ ..!:"l i-' ~ * ~u ~!, Ui w u..'-..J W -' W f- '" :x: '" u en Cl (I) <j .~ g i! . ~~ ~ s <! " ~i !; " '. '. .' .' .; .; '. '~."!..!!..~.~~~.~~.!!.~~~ #e-g~~O~~~~-~ONg iiiiJ;~i;i~;~; ::~:;~~~~!:~::~ ~: .{ !j , "'~! ~ It ~ri ~ ~ ~'I' "~,~" ~ .elrif "'.ffi -'-'.... 51 ,.. i" ,~"'.... <> <> i "'I ~ge^~lm~~~.~i' ~::::~:::::::~' .~ '. .:-: , ! l < 0 ; ~ ~ ~- . .- . , ;; ~~ . ~ 0 (; !!::] affi ~ ~ . ~" ~i ~ ; ~, c. -g Pt: . .~ ~~ ~ ~3 tii ) D ~ ~ SAJ-1997-2362(IP-HWB) Marco Island Executive Airport 2 October 2006 Page 3 of 13 "- <t L 0 ..., D Z , <t a- -' -.7 f- -.7 ... <( ;:: L u.: 0 ::c z a- 0.: <t a- (I) ~ in u 0 '" Z LL Z Z 0 U e; ~ in ::> << '> -' ~ '" w LL Cl 0 '" f- '" 0 ,. a. '" I- <i '" .8 w ;= >- ;::: ::> => <( U f- W '" >< 0 W a. 0 '" z <i' <t ?- -' ~ z 0 ::> 0 u U '" << '" L "' ::J W ..J 0 :1: U << Z i.: I- Z .. u u W ..., ::J '" "- DO "- CL <( an WI I- 0: 0 >- "- 0: l- . <( C? 0 lli :I: >- l- i=' ::J ::J <( " '" u !- ~ ~ ~~ ~ lli 0: x: 0 . W "- ~ . 0: ! u " '" <( . ~ a~ z . ~d <( >- ~ . ~~'."l ~ l- i ,,~ .'!! ~ ~~ ~~ p~~ z . 0 ::J ~ ~ ~.~ ~~ ~@:;; u 0 .. .....e;- 0: U ) 0 E;] III <( 0: 2: lli :i ill ~ 0 >: u <( A z iC ~ SAJ-1997 -2362(IP-HWB) !- z U <( Marco Island Executive Airport w u " -, ~ lj 2 October 2006 0 "- 0: "- & . Page 4 of 13 0... <( M ~ ~ U N<( - N ~~ .9 ..jo!~~!!:;~t,;l:!t.!t!t. .,',', _, H 0 '___,'_' 'O"",,,;~,;":::i~.6-!ci ...~....,~..-~.. - :t~.~~~:i~~ :i' :.l~o ;e.':;;::~:l<;:i ':J ~ -' <> ,.; ':i D '" ::i:!~' t: b ~~ q5! alf ~~S ,. -=~z ! ffi~* ..~!::! , ~3;j 11>5'" "!I. . ci ~ii::!!: ~...i 'ol'~l!: ~~g ~"'.. ! i -,. :C:1!C1 ~ 0 l"" ~~! ~%~ N 0 ~ . g~i.O ig~ "- a -:t ~ iS~ ',- ~~ ~ ~ .., ~.~ ...jl 0 '" ~ ~s~ "' ~ % e" r ~ffi~:ii ~~~ 0- , < g:;~ ~~~~ w"'~ ;.: W ~ ~ .is 1;; ~~! w w ..... w ,... <( I <( U CFJ 0 (/) . . ~ -u "'<( "'0 ~~ !::! ~ -oJ ~;g ~N .9 ~ o~ "'''' ~'" .9 ~ -;; U N<( ~", .a .9 o " ~ .. u -'" iC::t N ~ , -I <>E!? ~ w. r.. c:: lfi si i. ZI n ~:l:~L !i ~~~ '";~~.:~ ~ ,I'.~ ,.;'~' - :1. ,-";:,;,,,_'1;1.> <>;l.~",1r:z: !li~;! ~.~ ~;::: a li ~ ~ '" g "'. ~ . ~o <>j 0.3 >::L" ,,,is,,, :e ,. ~ 51,"",;:r",,~". u," "'.. "'., <' ~.......... "'... ~ ~u ..,'" ~~ . , ~ ~~ ,. ..~ n.. <( :;: "' 0 0 z , <( 0- -' -: ,... -: w <( :;;: :;: tL '" OJ: Z 0- CL <( 0- CFJ 0 ;.: in u OJ Z l.L Z z a U <3 "" Ui :J <( ;;: --' "" or w l.L 0 0 n:: ,... or 0 >- ~ ,... or <i' Ci' 0 W I t- O> => ;:: <( => ~ u ,... 5 , . w '" . ~ '" 0 ~ .. g- W n.. . ~ or $ " . " 0 <i' , , . ~~ ~~ z ~ 0 6 <( >- . w. ..... . 0' ~i~ ,... ~ H '" z ~ . ~j s;:d => ~ . ." ~iii ~l~ 0 0 _ ~~ u U " .. " . '" ) D t';I !ll <( '" :;: w ::J W -' 0 .... z u <( z eo A ,... z g SAJ-1997 -23G2(IP-HWB) u '" < w u c Marco Island Executive Airport , ;;; 0 0: ill 2 October 200G '" ~ -' "- <( j Page 5 of 13 ., ~ 0 N 0 "- a OJ Q - or> ." ; -0 - 0- ~ f.' Uj W LW ..J LW f- << I '" U v) Cl Vl I- '" 0 >- a. '" l- I <i <r 0 w x > f- I i= :0 :0 <[ U I- W '" ~ x 0 W a. '" '" <i :z '" >- ..J f- -'2 z 0 :0 0 U U '" << '" E w :J W ~ 0 >: u << A z f.' f- z SAJ-1997-2362(IP-HWB) U '" w u Marco Island Executive Airport -., :J 0 a. ~ 2 October 2006 '" "- (L <[ Page 6 of 13 I '" <:> I , 0- ..t ..t I <( E tL I I 0- (L 0- ;.: Z 0 in '" co Z ...J Z 0 a... z w ..; 3: i21 '" > f- 3: '" w u; 0 Cl '" fA ~ c ~ ~ . " ~! .. ~"g ! 0 ~., ~:Ii:.. !2 <- f N 0 'I. ~~~ ~~! "- a '" !<"'~ ~g!Q ~~o ~ e - ;H I~~ "., ~II m '<" . ..... - ~el ~~~ I a- ..~ -"., II! ;..: W W ;;;~~ ~~. ~~~ > w ~ " . w I- <{ i \~g )')ffi~ f" i I <{ u 2e~ ~~; (/) 0 tJ) 0< ~~~~~~~ e6:::~~~; , - "" ,i~ ..... .~ .~ 0 ~~ o. , 0":' c":' D- a- w <l '" . ~L5 :E <l '" .~ ':~ a ~~ 0 I- :E ::: '-' LL <l :r:: N D- a- n.: - 2 tltJ ~ a- ..... 5~ ~~ ~ 0 0 ;.: in till>- ~d " Z l!l Z < <l Z z e ~Z! ~ ~ ci '" u; ~--[@ I- <{ " ,- w '" a: w ;::~~ ~d ,; ;:: 0 Cl 0: ~ ~ . g:::!!::!a'" Uw ...",..,;:!;;! "0 ,0 ~u l- I>: 0 ,.. <L I>: I- <i ir 0 W I > I- ;:: ::> ::> <r u I- ~~ 9a w a: >< 0 ~~ W <L ~ ~ ~~ e a: ~~ .- <r ., z ~ ;;:~ '. << ,.. <- ~ g~ , .. !~ I- ti! f~ ~ z ..... g '- "- e ::> l!:~ ~ ~~, ~%- e ~ u U !!!IIJ ~ ~j; ~ r;w:; I>: ~ ~~ ." ~~; m << I>: ~~ ~ s~ ~ ::iIJr,...i :E w r~;;:. ::; [] !!I:l I ~ ~ w ~ fa 0 .. >: u <{ Z ,:.: I- Z '" SAJ-1997-2362(IP-HWB) '-' u w Marco Island Executive Airport ..., ::; 0 <L 2 October 2006 a: <L CL <r Page 7 of 13 [.~~ . ~ &~?f ~r:;~.:Z ...:".....:.....t .:. ..~. :::.:~:,;;.:(//: 700' i ~ N ~) I I I & W~ .:; u -. .. .., N :. N * ~ .~4; '! .. ~ / .0 '0 , o ...' ,-,. . .~ . ~-'..~ . . . . . . . 0 0 0 0 , . 0 .~ 0 . ,. u 0 0 I, QO ,"00' 460; . ~ .0. 0 , .'" 0 A 0 0 ~ 0 0 ~ ~ . ~ il . . 0 ~ " I , ~ ~ . .. :/:.-'<1< ~~ ~ ~ .. .w o~ L "" ~o P ~:i~ ~ ~ ~u, ~~:.; 't ~ 1:;8 ~ ~<> .. S~;;:; !?/;2 ~:?g ~J~ !i;tOi: 2l!i~ '"3 ~!!~ ~~~ ~~E ;'::;'It/:;t: :I:~~~~ -"'-<>-: ..:....c..:.,. . - ! ~~ .. .. :21 .. ~o o ~ h ". 'gl i~c> i?;~.... ..... -.u ~i'h 'S'EZ:~ ~~iii m~ i~ "'..: tit: <., ..;..; ! ., < " ~ ~~ ". ~. ~~ ~~ .~ ;ti ~.... '3 !2 "- o co f.' w w :c (/) o o -t N o ~ ~ ",ll a- iU f- .. '" LW ...J .. U en f- a: 0 >- 0- cr: f- <i' 0: 0 W :I: > f- f= => 0 '0 <;: z. ::> ~~ h u ... ! ! w a: '0 x 0 i!~ ~~ UJ "- ~~ i a: =~ -., 0 <i ~~ ~ , ~s ~s z " i::: .. ... >- ~; ~; ;~~ ~~~ ..J f- "" ~ z ~~ ~~ r"'" l?~~ => ; ~2 F~ 0 i~~ 0 0 CO"'" ~~ ~ u !1 ~~ ~f ~ ~t~ :c u .. "' D ~ ~ III ~ gj :;: w -- :J ...J lU 0 >: u .. z f.' f- Z .. SAJ-1997-2362(IP.HWB) u u w ::; Marco Island Executive Airport -0 0 ~ '" ~ 2 October 2006 "- <;: Page S of 13 '- <{ :;::: ... u <{ '- " co <:> , a- -4' -4' <l: :;: I a- a- o Z '" <:> :::, "- N a.: ~ )..: iti m z o ~ en <{ ;; 0: W "'rr: o Z <{ ...J .... W :;: '" ;:: '" ~. . . ~ . .... .... 0' ',' . " '. '. '. '. .... ....,' ',f ....... '. '. . .... . ....... .... . . .' '. ..'.,' ....................... .... .... .... .'.' 0' . '. '. '. '. '. '. " '. '. '. '. --' . . "' . ~ '~()I' .ij~;~:~ J.JO'~. . u ......V. .' fA:'.~:~:.> ~..3:~,::fll ~.."..-...: .--C ," .~_.. / . ,..... JI : ~ r.<I<~~- ~.:.ff:~:.~;.~:.: II. : ~ :~._.,.--..... ..~ :,-\'/.1 jl~;':~' ,,;i~;J;; ~1 fr ~ ~~ A g < . ~ ~ . ~ %jg ::-~i .'- :f;:;.i-i ..~~~ ...q;;'O ~~~ 1ji " . " ., ~ m .. ~.~ ~~~ ~. 3';;;- "~~ (:, ~L; lf~e i~~ r . ~ N 0 /75' ... ~~~ ~~5 "i' lL 0 -t isi ~~ i 0 - J.. ".- i~::: '" ." ;;;:;a @r!u> h" i.: '" - :;~~ ,0. .:~~ o.llfB' .,....... '" . 0., t:~~;;: gi ,; e: w 0 . b;tlt t~~ w W -' i ~ . "'~iE ,.~~~ ~~I w t- <J: 700' ~i:;; hd :c <J: u , 1:'...:;; f5", (/) Cl (/) , 300' I 8 I....... . ;:t~~~~:.t.~ "'1'Q...:it~~~ eQ"::jo":~ .. t: ~ ~2~3\ ~~ '" rg... ~ ~ 0 , " " "- 0- "' <J: -t > ~ .. L: ..t (/) 0::5 _0 !::1~ <> <t a f- L: :::, ~ u ll.. <J: :r: N - L t.: ~ ~ "- '" a.. ..... ~~ ~ '" >' ~~ - - " 0 ci OJ in < z z: Z 0 t: ~ ~ <J: Z u; ~ ;?, ;;:i:. -' ei ;: :3 .... ~. u - f- <C ;;: :.;g~ .0 " ill ;: ct: ill . - SO Cl Cl '" .' :$:;! ~;:; ~ t g"" "'... ~... iw f- '" 0 >- 0- ct: t: <i '" 0 ill :1: f- > ::> f= <[ ::> go 0 u J;; z< ~;:: g. ill <5 '" .. >< ~ , ~~ UJ "- , ~~ ct: 0 <i !~ ~ <- '. Z -< ~ ~~ '0 <J: >- ~~ ~? ~! !i!~ ..J f- ~; ~~ :~S d~_ E! z i! 0 ::> '"~ .. )5e~ 0 ~ ~ffi .. u U ~~ F:::- ~~~ <"< ct: ~f ~~ ~~ s~ ~t~ ~~ ~ <t '" ",,,,i!!. ::;:: W D ~ ~ 1m ~ !ll ::; w -' .. 0 :c u <t e: Z t- Z <J: SAJ-1997-2362(IP-HWB) u u ill ::; Marco Island Executive Airport -, 0 n. 2 October 2006 '" n. "- <t Page 9 of 13 -' -' < :rtO u< ~~ 00 ~~i . ;;! ii!", w_ "'0 w ~ '" " ~ ~~' ~ ~ o :r ~~~ ^ 'lfMNn~ ..;fD 3S03 >SC I <( z o I- U W (f) <8 .. 4; 3Nn lN3I'l3S't3 "'-J ~ w :z o N '" <: ~ u j::j ^ VMIXV 1 .:10 3;)03 ~ u ..Jo..ii: ;r: wCCal l- o:::~ ~ ~fha:: >- wlrt=! OJ, -' ,,-<Do: 00 ..I-!'; o. ~ 1-"'0 w 5' ~ '" :z F '" 8 :r " ~ k \>> < <-of '/ '" "- N en 0 0 ~ ...: ~ ><> :Z. ~ 0- I- .:u w UJ -' UJ I- .., :r .., u en 0 en w 0 in ,,; t- oo 0 >- .. oo t- <r ii' 0 UJ :r > t- ;:: ::> ::> q u t- UJ oo X 0 llJ a.. 0 '" :z <r .., >- -' t- '" :z 0 ::> 0 u (J '" .., '" z cu ::; Uj -' 0 "' (J .., z ;.:. f- Z .., u u UJ ..., ::; 0 .. '" n.. "- q '" ..; b N ~ OJ '" Ii< ::Iii! ,;OJ /r ";2 ~!<1 ,," l:J::l "'< 0 , 0- '" on '" <! z :;: 0 u.: ;:: I 0.: u 0- W '" ;.: en in -' ci '" z .., z z 0 u '" Ui n:: ci " ;;: >- ;: '" UJ f- 0 0 '" D::: W o <( W D::: 0... (f) <8 <8 SAJ-1997-2362(IP-HWB) Marco Island Executive Airport 2 October 2006 Page 10 of 13 ~ N Ul "- 0 ,...: 0 - >') Z - in 0- N fL; iU W N -' UJ >- .. r .. u Ul Q '" Z 0 I- g 0 x W OJ if) => ::0 if) 0 0 ~ <8 if) ,,; @ 0 d m m d '" z lE. 0 >>>~ 0:0 ~g ~ Om 0 ,. < ~~ 0"- ;!O'" '" 0- m "'0 w ,..; -' ..j' ~~ I 0 00 w ;::f ~?2 J;1O '" on m <. ~ z :E: ~i!i ",,,, "'~ 0 LL :--:'!!J mO: "'~ m ;:: :I: Z < <. ... Z u 0- 0.. I ~I:i I"~ Zx 0::0 UJ 0- ;.: 0 00 => 0 '" i6 ~ <0 "g: 0..::0 0 co Z I I- 0- I- -' "'r ~!l: 1-;1; .. Z z 0 b 0 ~m ::0 Z u '" u; 0 p; EJ~ '" i<!o a: ci .. '> .." ~ W 0 0'1 W >- '" '" UJ ..~ U1 mO z.... l- I-- e e t>: ",,, ~~ W 0 ~ 0 -'-' (?; -'-' ---1 << <C I' i<! (.) I- 0 '" ~ 0... 0 >- >- "- >- '" I- <i' oc 0 UJ ~ >- => ;:: <l: => u I- UJ '" x 0 in W "- 01 '" 0 <i' N Z .. >- -' ~ ~ => 0 0 u U '" .. '" :;: UJ ::J OJ -' 0 >: u .LN3Vi3^,v'd .:10 3D03 .. f.' z I- Z .. SAJ-1997-2362(1P-HWB) u u UJ ::; Marco Island Executive Airport .., 0 "- 2 October 2006 '" "- "- <l: Page 11 of 13 l.N3rf3AVd ..30 3D03 !2 en vi .. 0 - ,...: 0 N ~ N - Z ..... ;..: W W W ...l W I- <t r <t u en Cl CJ) 0 ~ 0 ~ 0 "' I- -' .., .., N N ~ ~ Z w >:: w Z '" <t 0 Z 0 '" 0 :>:: -' f- z () 0 t= W '" I- if) W '" W 0 > 0 if) >- OJ <t if) ;00 W '" 0 Z ~ U Z => , <t ii: '" a- w 0:: .. '" W W 0 ..:t => I>: ...l W () <( '" I- u u z <i a <t ~ 0 E -= w u. t= I Z '" I>: >-- a- -j 0 u '" z w a- l- => >- => <( (/) ;.: in '" l- I>: ci CD '" '" ...l Z z <5 <t 5 <t Z Z 0 <t >::>- Vi I>: Z u 3= u. Z ii: ci <t ;; >- ;00 I>: W '" ~ => I- 0 Cl '" I- 0 0:: 0 N \ , ---1 \ <( v v () .... 0:: .- 0 >- u. D- o:: t- o <r ii: 0 >-- 0 '1 w I f- 0> t- ;:: => => <( u t- w '" x 0 u.J 12 a <i' z '" >- ...l >- ~ z 0 => 0 u U '" <t '" E w :J W ...l 0 >:: u '" ;..: Z I- Z <t SAJ-1997-2362(1 P-HWB) u u w Marco Island Executive Airport ..., :J 0 "- '" "- 2 October 2006 "- <( Page 12 of 13 --~------~--"-"-'----'~--~-'----'- ,.., iD - 0 en n. - 0 '" j--C '2 N Z - r- f.' W W W ..J W f- j :J: '" >- CfJ 0 CfJ Z UJ >: UJ '" .. , , . . . . . . . '" , . .. . . . . . Z '" (:0 '\ ::E: iI-- ~ z 0 z ~ I . ; ;::: ~ il . . , '" / ~ I i q ~ f- UJ '" ~ .- - - / '\ , UJ > .- - - ~ ~ ~ :I: ~ V" u V i '" i j 0 v / '" ,.., .. I . '- ~ '- ., 'P' <( 0- I / ! >- ...,. ~ ! '" ...,. ~ / I v ; ~ " <( .. I ~ ~ I'" z ::E: ....: :> I ,p' / I? -,L. ~/ -j l "" 0- --; ,f I .- n. 0- c:- . ." 0 ;.: in / ,,- ,.' 17 'I 17 , V ! ,0 m z . , OJ z Q , ...J Z I , ;;: " <n / , / , ( I~ <3 ;; / , 0 '" ! ~ '" " '" UJ / J!i1 ~ I lL 0 0 "" / , I ib~ iJ ~ , 05 ~ ? I'!~ ~ > " -1 ; ;- ~ r .' F~ ~ , ~~ ~ . ~~ , . . ; . '" il! , 0- Il . - , . go f'i!:! I f- > . '" . 0 > I ; a. ~ f- , ~ Q; 0: > , , l <( 0 > .. ; w :I: > ". 0> f- : ; ... ""-\... I .L ;::: :> > <( > ::0 . , . . . . . .. .. . u f- , , . . . . .. . W <Or >< 0 W Q. 0: D <l z <l ~ -' .... ~ z 0 => 0 u U '" '" 0: L w ::i ill -' 0 '" u '" f.' z f- Z '" SAJ-1997-2362(IP_HWB) u u w ::i Marco Island Executive Airport ..., 0 "- '" Q. 2 October 2006 CL <( Page 13 of 13 SAJ-1997-2362(1P-HWB) Marco Island Executive Airport ATTACHMENT B: WATER QUALITY CERTIFICATION Florida Department of Environmental Protection Environmental Resource Permit No. 11-0129042-002 dated June 26, 2003 23 Specific Conditions (5 pages) Permittee: Collier County Ai, r Jrt Authority Permit No, 11-0129042-002 Page 6 of I I 16, The permittee shall notify the Department in writing within 30 days of any sale, conveyance; or other transfer of ownership or control of a permitted system or the real property on which the permitted system is located, All transfers of ownership or transfers of a permit are subject to the requirements of Section 62-343.130, FAC. The pennittee transferring the permit shall remain liable for corrective actions that may be required as a result of any violations prior to the sale, conveyance or other transfer of the system. 17. Upon reasonable notice to the permittee, Department authorized staffwith proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with the plans and specifications approved by the permit 18. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the appropriate Department office. 19. The permittee shall immediately notify the Department' in writing of any previously submitted information that is later discovered to be inaccurate, SPECIFIC CONDITIONS: Construction l. Deposition of fill shall be completed in those areas adjacent to crocodile inhabited areas immediately after nesting season to allow the crocodiles to become accustomed to the change prior to the next nesting season, No construction activities shall take place in or adjacent to crocodile inhabited area between the months of March and September, or whenever active crocodile nesting occurs. Precautions shall be taken to avoid all crocodilelhuman interactions, 2. Staked filter cloth shall be positioned at the edge of the permitted fill slopes in order to contain turbid run-off and erosion prior to commencement of construction. This filter cloth shall be maintained in place until all slopes are completely stabilized by sod, seed or affIrmative plantings. 3, All slopes/areas disturbed by construction shall be sodded or otherwise stabilized as necessary to prevent erosion, siltation and turbid discharges in the surrounding wetlands, 4. The limits of fill shall be clearly flagged to ensure no inadvertent impacts occur to waters of the State and wetlands pursuant to 62-340 Florida Administrative Code (F AC) other than what is authorized in this permit. All construction activities shall be confined to the permitted limits of fill. Any incidental filling or impacting of wetlands beyond the limits of construction for this . authorization are not permitted. Those portions of the applicant's property that are wetlands as def'med in Chapter 62-340 F AC, and not subject to permanent impacts authorized by this permit shall be left in their natural state. These areas shall not be used for parking, equipment storage, construction corridors, building supply storage or as a staging area for construction, These areas shall not be filled, sodded, or cleared without prior written consent from the Department in the form of an Environmental Resource Permit ora modification of this permit. These areas shall be kept free and clear of rnanmade trash and debris in perpetuity. Permittee: Collier County Air t'~rt Authority Permit No. 11-0129042-002 Page 7 ofll 5. . All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation oftms permit and a violation QfPart Four of Chapter 373, Florida Statutes (F.S.). Mitigation 6. The permittee shall donate/convey to the State of Florida the land shown on Figure 6 (attached) the 26.04 acres ofland. This shall be accomplished within 270 days of issuance of this permit. The Department may extend this time in writing provided sufficient cause is shown in the submitted "Land Conveyance Status Reports:' as noted in the Monitoring Section of this permit without a formal modification to this permit. 7. Prior to utilizatiOn 'ofthose areas authorized by this peniut, the permittee shall mitigate for the approximate 35.6 acres of permanent wetland impact by implementing the attached "Marco Island Executive Airport Trash Road (West) Mitigation Area Wetland Mitigation/Monitoring Plan" (plan) in Rookery Bay National Estuarine Research Reserve (RBNERR), Collier County. The permittee shall submit to the Florida Department of Environmental Protection, South District Office, SLERP Compliance and Enforcement Section, P,O. Box 2549, Fort Myers, FL 33902-2549 progress reports, every 6 months, starting from the issuance date of this permit. The reports shall contain information, including but not limited to, the following: (I) a label indicating: "Progress Report for the implementation of the Marco Island Executive Airport Trash Road (West) Mitigation Area Wetland Mitigation/Monitoring Plan, FDEP Permit No. 11-0129402-002" and (2) a statement indicating the current status and expected completion date. Implementation is defmed as completing all enhancement and restoration work. It shall not include the monitoring provision of the Plan. Monitoring 8. The permittee shall monitor the mitigation site by implementing the attached Plan in RBNERR, Collier County. 9, The permittee shall monitor/evaluate adjacent mangrove wetlands before and after surcharging to detect any change in adjacent elevations (as referenced to NGVD). The results of the monitoring shall be submitted to the Florida Department of Environmental Protection, South District Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902-2549 within 30 days of completion of surcharging. The reports shall contain information, including but not limited to, the following: (1) a label indicating: "MonitoringlEvaluation Report for Surcharging Operation for the Marco Island Executive Airport, FDEP Permit No. 11-0129402- 002"; (2) a plan view drawing of the Marco Island Executive Airport with elevations, as referenced above, noted (before and after surcharging operations); (3) a statement indicating the change in elevation (if applicable) and square footage of the area(s) that were impacted; and (4) if the results of the monitoring show a significant increase in elevation, as determined by the Department, that could potentially result in adverse impacts, the permittee shall submit a plan Permittee: Collier County Ahl'vJ1 Authority Permit No. 11-0]29042-002 Page 8 of 11 acceptable; to the Department to mitigate for those impacts and to ensure the area(s) are kept free of noxious/invasive exotic vegetation as listed by the most recent list of the Florida Exotic Pest Plant Council within 90 days of notification. 10. The permittee shall submit to the Department, every 60 days after the issuance of tlris permit, a Land Conveyance Status Reports that indicates the status of the conveyance of the 26.04 acres ofland as noted in Figure 6 (attached), The reports shall contain information, including but not limited to, the following: (I) a label indicating: "Land Conveyance Status Report for the Marco Island Executive Airport, FDEP Permit No. 11-0129402-002" and (2) a statement indicating the status of the conveyance and the expected conveyance sate. These reports shall continue until the land is fully conveyed to the State and shall be submitted to the Florida Department of Environmental Protection, South District Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902-2549. STORMWATER: II. Stormwater Treatment Facilities (Basins DAI through DAS): a. Detention Area: Bottom Elevation Minimum Side Slopes BottomlSlopeslBerms 3.50 Feet, NGVD 4:1 Sod or Seed and Mulch b. Outfall (Discharge) Control Structures (3 each): FDOT Structure Type: Type "D" Aluminum Baffle Elevations: Varies per structure (see drawings) Grate (Overflow) Elevation: 3.80 Feet, NGVD 3-inch Bleeder Invert Elevation: 2.50 Feet, NGVD Discharge Culvert: 19" x 30" ERCP Invert Elevation: 1.00 Feet, NGVD c. Spreader Swale: Bottom Elevation: Rip-Rapped Crest - Elevation: SwaIe Stabilization 1.0 Feet, NGVD 1.5 Feet, NGVD Seed and Mulch (per drawings) Receiving Body: Rookery Bay Aquatic Preserve, a Class II Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. 12. Stonnwater Treatment Facility (Basin DA6): a. Retention Area: Bottom Elevation Minimum Side Slopes BottomJSlopes/Benns 3.50 Feet, NGVD 4:1 Seed and Mulch Permittee: Collier County Ail"ort Authority Permit No. 11-0129042-002 Page 9 of ]] Receiving Body: Rookery Bay Aquatic Preserve, a Class II Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. Wet Season Water Table Elevation: 2.5 Feet, NOVD 13. For Basin DAI only, the minimum top of bean will be constructed at Elevation 5.00 Feet, NOVD, and to the section shown in the permit drawings. 14. A stable, peananent and accessible elevation reference (benchmark) shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the statement of completion and certification, The location of the elevation reference must be noted on or with the certification statement 15, Best management practices for erosion and turbidity control, including, but not limited to, the use of staked hay bales, silt screens, and turbidity curtains shall be used and maintained as necessary at all times during project construction, 16. All areas disturbed by construction shall be sodded or otherwise stabilized within 48 hours of attaining finaJ grades or at any other time as necessary to prevent erosion, siltation and turbid discharges in violation of State water quality standards in waters of the State. 17. All detention area bottoms and slopes shall receive full sod as noted on the drawings. All other disturbed areas not receiving sod shall receive seeding and mulching. 18. Specific Condition No, 9 of Permit No. 11-0138940-002 (Marco Island Executive Airport T-Hangar) remains in full effect and is incorporated here. SPECIFICALLY, The oiVwater separator shall be inspected on a regular basis and the skimmer socks replaced and sediment removed., as necessary, Any evidence of oil in the detention area, outfall structure or spreader swale will require such an inspection and replacement of the skimmer socks. A determination of the source of the oil shall be made and corrected immediately, 19. The removal of the existing outfall control structure and associated spreader swaIe for the T-Hangar project shall be coordinated with the construction of the proposed system. The culvert from the oil/water separator to the temporary detention area shall be modified so that it properly connects to the proposed DA I detention area. 20, Facilities other than those stated herein shall not be constructed v.ithout an approved modification of this permit 21. As presented in the permit application and supporting documents, the operation and maintenance of the stormwater treatment system shall be the responsibility of Collier County Airport Authority, Therefore, operation and maintenance of the permitted activity shall be the responsibility of Collier County Airport Authority. Pennittee: Collier County A.."ort Authority Penn it No. 1I-0 129042-002 Page 10 of II 22. All required submittals, such as certifications, monitoring reports, notifications, etc., shall be s;:jbmitted to the Florida Department of Environmental Protection, South District Office, P.O. Box 2549, Fort Myers, FL 33902-2549. All submittals shall include the project name and indicated permit number when referring to this project. 23. The project shall comply with applicable State Water Quality standards, namely: 62-302.500 - Minimum Criteria for All Waters at All Times and All Places; General Criteria, 62-202.550 - Criteria - Class II Waters. Executed in Fort Myers, Florida STAJE OF FLORIDA DEPAR1MENT OF ENVIRONMENTAL PROJECTION ~.7V~ Richard W. Cantrell Director of District Management RWCILBlCA/ca Enclosures 11 pages attached 11 drawings attached One (I) reduced (11'xI7") drawing, FIgure 6, wbich indicates those lands to be conveyed. One (I) reduced (8 I> "x II") drawing, which indicates the wetland impacts. Four (4) reduced (8 Y,'xll") drawings, wbich indicates mitIgation areas. FIve (5) reduced (II 'xl 7") drawings as signed and sealed by David'S. Wilkison, P.E., on January 30, 2003. Copies furnished to: CC: U.S. Anny Corps of Engineers, Collier Counly Property Appraiser Florida Fish and Wildlife Conservation Commission Deltona Signatories The Conservancy of Southwest Florida, Attn: Elinor Y. Krier, 1450 Merrihue Drive, Naples, FI34102 The National Audubon Society, At1n: Stuart Stahl, 444 Brickell Ave., Ste 850, Miami, F133131 The Florida Auduboo Society, IJJI Palmetto Ave., Ste lID, Winter Parle, F132789 EnvirotUnental Defense Fuod,Attn: J. Tripp, 257 Parle Avenue, South, New York, NY 10010 [zaak Walton League, Florida Division, Attn: J. Green, 700 Biltmore Way, Apt. 407, Coral Gables, FI 33134 South Florida Water Management District, Attn: Henry Dean, J30[ GIUI Club Rd., West Palm Beach, F133406 Florida Department of Community Affairs, Ann: Ray Eubanks, 2555 Shumard Oak Blvd., Tallahassee, FI 2399-2100 The Deltona Corporation, Attn: Sharon Hummerhielm, 999 Brickell Ave., Suite 700, Miami, FI33131 Bd of Co CommissionelS, Attn: Honorable Carter, 3301 Tamiami Trail, East, Naples, FI 34 112-4902 SAJ-1997 -2362(IP-HWB) Marco Island Executive Airport ATTACHMENT C: SPECIAL CONDITIONS Trash Road Mitigation Plan (13 Pages dated 2 October 2006) MARCO ISLAND EXECUTIVE AIRPORT TRASH ROAD (V/EST) MITIGATION AREA WETLAND MITIGA TIONIMONITORlNGI MAINTENANCE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT APPLICATION NO. 11-0129042-002 Revised November 12, 2002 INTRODUCTION The fDlIDwing Dutlines the wetland mitigiltiDII, mDnitDring, ilIld maintenance plan fDr the 324.1 ~ acre Trash RDad (West) mitigatiDn site located along Dn the west side of Barefoot Williams Road in SectiDns 5, 8, ilIld 9, TD"1lShip 51 South; Range 26 East; Collier County (Figure 1). The expansion of the Marco IslilIld Executive AirPDrt will result in unavDidable wetland impacts to Florida Department of Environmentill Protection (FDEP) jurisdictionill wetllmds. In order to offset these impilcts, it is proposed to restore and enhance the Trash RDad (West) property located within the RODkery Bay Natioml Estuarine Research Reserve (NERR). The Trash Road (West) mitigatiDn plilIl includes 7.56% acres of wetland restoratiDn; 213.97% acres of wetland enhancement; 18.96% acres Df upland restoration; 20.99,", acres of "other surface waters" preserve; 60.45,", acres of upl<ll1d enhancement; backfilling of ditches to restore naturill hydrology; ilnd geo-webbing Df twD sites alDng the FPL easement road tD the SDUthWest of the property. A mitigiltiDn plan is provided as Figure 2. These mitigation activities will be completed prior to wetland impacts occurring at the Marco IslilIld Executive Airport. MITIGATION PLAN Exotic Removal and Nuisance Vegetation Removal The mitigatiDn plilIl for the Trash Road (West) mitigation site includes enhancing 213.97,", acres Df wetlands by hand removal of exotics and nuisance vegetiltion, regmding an existing unimproved rDad for easier maintenance access and enhancing 60.45,", acres Df upland preserves by hand remDval Df exotics and nuisilIlce vegetatiDn. The enhilIlcement will include the removal of exotic and nuisance vegetatiDn from wetland and upland preserves. The exotics tD be eradicated include those listed by the Exotic Pest Plant CDuncil (EPPC), which include but are not limited to melaleuca, Brazilian pepper, Australian pine, downy rose-myrtle, primrDse willow, old wDrld climbing fern, and cattail. The hand removal of exotic and nuisance vegetation will include one or more of the following methDds: (I) cut exotics within 12 inches of ground elevation, hand remove cut vegetatiDn, and treat remaining stump with approved herbicide; (2) girdle standing melaleuca and Australian pine with diameter at breast height (DBH) greater than four inches and apply approved herbicide to cambium; (3) foliar application of approved herbicide to melaleuca (saplings Dnly), Brazilian pepper, Australian pine, downy rose myrtle, ilIld nuisance and exotic vegetation as defined by EPPC; and (4) foliar application of approved herbicide or hand pulling of exotic seedlings and SAJ-1997-2362(IP-HWB) PERM!T# RECEIVED Marco Island Executive Airport Trash RDad Mitigation Plan 11 0 12 9 U 4 2 0 0 2 2 October 2006 Page 1 of 13 JAN 3 0 Z003 I of6 ... .--.... nuisance vegetation as defined by the FLEPPC. Overspray precautions will be taken to protect nearby native vegatation. In areas where the density of melaleuca trees exceeds 50 percent, cuttings will either be removed from the site or stacked in piles at approximately 75 foot intervals. If left on the site, smaller cuttings will be stacked butt end to the ground into a nearly vertical position (i.e., teepee method). Larger cuttings will be cut and stacked side by side into an area approximately six feet on a side. Cuttings wiI! be stacked perpendicular to the previous layer up to a height of approximately four feet (i.e., log cabin method). Cuttings will be stacked in upland areas or in areas where the most disturbance has occurred. Farm Field Wetland and Upland Restoration Farm field restoration will include mechanized land clearing of exotics. Mechanized equipment will be brought in the fann field using the ingi-esslegress easement road known as "Trash Road". After clearing, the areas designated as wetland restoration will be contoured to match adjacent wetland ground elevations, and areas designated as upland restoration will be graded to match adjacent upland elevations. An as-built survey of the graded site will be performed to ensure the desired elevations have been obtained. After review and approval of the final grades, the area will be planted with native wetland and upland vegetation. The planting of native vegetation will be the responsibility of the FDEP NERR. A topograplllc survey of the contoured wetlands-will be provided to the FDEP for review and written approval prior t[) initiation of planting. Silt fencing wiII be installed where grading activities are adjacent to native wetland and upland habi tats. Table I lists the native upland and wetland species to be planted within the restored areas. The planting list provided in Table I is a minimum planting list. Additional native species may be planted after authorization by FDEP. Table 1. Planting List for tbe Trash Road (West) Mitigation Site ........:..:;.,:,"::'."..;... .,.. .. ." '- ,. . Minimnlll .' .. Minimum Planting COinmon Name"" - .. Scientific Name Container . '. . . Heigbt Instruction , - ',"" - . . .. Size . "" --'.' .' Farm Field Forested Wetland Plantings Sash pine Pinus elliottli 3 ft. I gal. 10 ft. O.C. Wax ll!J'Itle Myrica cerifera 3 ft. I gal. IOft.O.C. Cord grass Spartina bakeri 12in. 4 in, 3 ft.O.c. Gulfdune paspalum Paspalum monostachyum 12 in. 4 in. 3ft.O.C. N eedlerush Juncus roemerianus 12in. 4 in. 3 ft. O.C. Farm Field Herbaceons Wetland Planfutgs Saw grass Cladium iamaicense 12in. 4 in. 3 ft. O.c. Gulfdune paspalum Paspalum monostachyum 12 in. 4 in. 3 ft. O.c. Pickerelweed Pontederia cordata 12 in. 4 in. 3 ft. O.C. Spikerush Eleocharis interstintca 12 in. 4 in. 3 ft. O.C. Needlerush Juncus roemerianus 12 in. 4 in. 3 ft. O.C. SAJ.1997.2362(1P.HWB) Marco Island Executive Airport Trash Road Mitigation Pian 2 October 2006 u"........ ",("1':1 PERMIT It 0129042 002 ~[C[:\':C 20f6 I^"" 1 n ?r;;-;') Table 1. (Continued) Minimum Minimnm Planting Common Name Scientific Name Container Height Size Instruction Farm Field Herbaceous Wetland Plantings Continued Leather fern Acrislichum 12 in. I 4 in. 3 ft. a.c. danaeifolium Farm Field Forested Upland Plantinas S lash pine Pinus e!Iiollii 3ft. I 1 uat. 10 ft. a.c. Wax myrtle Myrica cerj[era 3 ft. I 1 aaL 10 ft. a.c. Wiregrass Arislida stricta 12 in. 4 in. 3 ft. a.C. Sa~palmetto Serenoa repens 12 in. I 1 gal. 5 ft. O.c. Backfilling Ditcb The ditch backfilling will include the mechanical removal of the existing berm and ditch, as shown on the mitigation plans. The material from the berm will be used to backfill the adjacent ditch. The berm removal and backfilled ditch will be graded to match adjacent wetland and upland ground elevations. An as-built survey of the graded site will be performed to ensure the desired elevatiODs have been obtained. The backfilled ditch area will be planted per the planting list in Table 1. Geo-Webbing In addition to mitigation work on the Trash Road (West) parcel, three geo-web.sections will be constructed within the FPL easement located along the southwest boundary of the property. The construction of the three geo-web sections will re.establish surface water sheet flows in this area. The location and details of the gee-web sections are provided in the mitigation plans. MITIGA nON SUCCESS CRITERIA The mitigation areas shall be considered Successful if at the end of five years the wetland enhancement areas contain at least 80 percent cover by desirable obligate and facultative wetland plant species. The wetland and upland areas shall be free from exotic and nuisance vegetation immediately following a maintenance activity and will consist of no more than three percent cover for exotics and nuisance species. Exotic and nuisance vegetation species are identified as those species listed by the EPPC at the time of permit issuance. 11 PERMlT t; 0129042 002 D E'P RECEIVED JAN 3 a 2003 D,f,P, Punt~ Corda SAJ-1997 -2362(IP-HVVB) Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 3 of 13 30f6 RECEiVED MONITORING J4N 3 0 20D3 Monitoring Methodology J. E.P. ?uJ"Ita I~o~ The proposed monitoring of the enhanced and restored wetlands and uplands will consist of baseline, time-zero, and annual monitoring of vegetation, wildlife, rainfall, and wetland water levels. Baseline monitoring will document conditions in the project site as they currently exist. Time-zero monitoring will document conditions immediately following wetland and upland enhancement and restoration. The annual reports will document conditions following enhancement and restoration activities and document the extent of success of the project. If needed, the annual reports will identiJy specific actions to be taken to iinprove the conditions within the project area. Sampling transects and methodology for the baseline, time-zero, and annual reports will utilize identical methods of data collection from identical sampling stations. Vegetation Monitoring Wetland and upland vegetation will be monitored prior to and following enhancement and restoration activities. Sampling in wetland and upland areas will involve canopy, sub-canopy, and ground cover stratum along monitoring transects established within the enhancement and restoration areas. Canopy and sub-canopy vegetation species will be monitored within 20 x 50 foot plots established along the monitoring transects. Species richness and visual estimate of percent cover will be calculated for canopy and sub-canopy stratum. To facilitate an intensive, accurate, and repeatable sampling program, the point frame method (Bonham 1989) will be utilized for the ground cover strata. Point frames wiII be sampled at approximately 25 foot intervals along each monitoring transect. Each point frame consists of I m square wire grid with 25 cross points. Any plant species directly below a cross point will be recorded, including bare ground. Each cross point represents four percent of the square meter. Water depths will also be recorded at each sampling station. For each sampling station, identified species will be listed and percent COVer computed and discussed. Wildlife Monitoring Regular observations of wildlife will be made during the monitoring event by qualified ecologists. Ohservations will consist of recording evidence and sign of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.), Fish and Aquatic Macroinvertebrate Monitoring Qualitative sampling of fish and aquatic macro invertebrates will be conducted using a standard D-frame aquatic dip net, mesh size 1.0 mm. Sampling will be conducted along vegetation monitoring transects with a minimum of 2 em. standing water. The collector will work the net vigorously within the vegetation, open water, and surficial bottom sediments. Net contents will be placed in a white pan and sorted' with forceps. Hard substrate, if any, will also be examined SAJ-1997-2362(IP-HWB) . Marco Island Executive Airport PERM3T # Trash Road Mitigation Plan 11 0 1 290 4 2 2 October 2006 002 P<H"'.1 ro-f'T"l 40f6 for the presence of aquatic macroinvertebrates. Sampling will continue until no new species are encolintered for ten minutes. Sample size and collection times will not exceed 200 organisms Or one hour, respectively. Samples will be preserved in alcohol, returned to the laboratory, and identified to the lowest taxonomic level possible, usually species. When possible, fish will be identified in the field and released. Photographic Documentation Permanent fixed-point photograph stations will. be established in the monitored areas providing physical documentation of the condition and appearance of an area, as well as any changes taking place within it. Panoramic photographs will accompany vegetation data in each report. Locations of photo stations will remain the same throughout the duration of the monitoring program. Rainfall and Staff Gaug~ Hydrological monitoring for the mitigation area will include the installation of a rain gauge and staff gauges/monitoring wells. Staff gauges/monitoring wells will be read once every two weeks from May through November (I.e., approximate wet season) and once a month during the remainder of the year. Water level data will be included in the annual wetland mitigation monitoring reports. MONITORING REPORTS The permittee will submit annual monitoring reports to the FDEP documenting the success of the mitigation program and general condition of the Trash Road (West) Mitigation area. Within 60 days of pennit issuance, the baseline monitoring for the mitigation areas will be submitted to the FDEP. The time-zero monitoring report will be submitted within 60 days of completion of the mitigation activities. Annual monitoring reports wiII be prepared for a period of five years and will include the following information: · Brief description of mitigation and maintenance work performed since the previous report along with a discussion of any modifications to the mitigation or maintenance program. . Brief description of anticipated mitigation and maintenance work to be conducted over the next year. . Results of quantitative vegetation monitoring conducted m the enhanced and restored wetlands and uplands. A list of observed wildlife species. . Panoramic photographs taken at photo stations within the enhanced and restored wetlands and uplands. . Staff gauge and available local rainfall data. RECEiVED SAJ-1997 -2362(1P-HWB) Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 5 of 13 J4.N 3 0 2003 I?ERMlT l~ 11 UU9041! 002 D.E,P. ~unta Gorda 50f6 ]\1AINTENAt'l(CE AND LONG-TERM MAJ"VAGEMENT Following the completion of the initial exotic removal effort, semi-annual inspections of the mitigation site will occur for the first two years. During these inspections, the enhancement and restoration areas will be traversed by qualified ecologists. Locations of nuisance and/or exotic species will be identified for immediate treatment with an appropriate herbicide. Any additional potential problems will also be noted and corrective actions taken. Once exotic/nuisance species levels have been reduced to acceptable limits (i.e., less than three percent cover), inspections of the mitigation areas will be conducted annually. Maintenance will be conducted in perpetuity to ensure that the enhanced and restored wetlands and uplands are free of exotic vegetation (as currently defined by the EPPC) immediately following maintenance and that exotic and nuisance species will constitute no more than three percent of total combined cover. REFERENCES Bonham, C.D. 1989. Measurements for Terrestrial Vegetation. John Wiley and Sons, New York, New York. RECE!VED PERMJiI" tl .IAI" 3 nl ?Dr,-:; ~ 'i l ~liU..... 11 012904,2 DEP/ 002 0.E.P, Punt~ Cord;: SAJ-1997-2362(1P-HWB) Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 6 of 13 60f6 A ~ N.T.S. '" o. '" ,.. ',' , PROJE T LOCATION SEe 9, T 51 S. R 26E '" ~ .~ ,... PROJECT NAME: TRASH ROAD (WEST) MIT'GATION SITE ApPLICANT: COLLIER COUNTY AIRPORT AUTHORITY " ,> ,.,. 'J PROJ' DWG. DRAV REVI' SAJ-1997-2362(IP-HWB) Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 7 of13 7 '02 S. ~ gj'= :.' ~ ~~.; H.' H!.!!;- :.. ~ ! '.- ~ ~o e:',:;.~. '. ~. '. ' ~::: ~ ~ t'll o _ _" oo"o._'~'"o'I' .. ~ " " .. .. .' ~ " ~ . . jl'~~ll!ll~il!llijiiiiiiiii!iliiiiiili ~1~a~~~~-c-~_"oD~~~~o_~~~~~~~~~~2~; " , ~~ ~ ~ _... - .. ;;;13 gg n~~ _~ -9 ~g ~~_ ~~~ ~f: ii~~ }1~ ~i~ H~ e~ ~;~ i~ ",; .- oo~ :::.~e :0 !e~s e51 ill ~h H=E. ~i ~&~;;; eg! ~ .. g""li ~~~Q -- - -t: ;>::> . ~ ==e~ ~:': ...~ Hi! ~Iit:'i ~: ?i l!! ~8i;lfl !~~il ~~ li~ !~;f:i~ ~ ; fg!~!!~~ !111~!I!I.i.!ii~.I!.!.= ~I' ,1!111!,,!'~![!I~~li'!i~.~lfl"I'~ I tLi:~lew..r2~~i:!:!:,,~"5ii fl~~~~",H!,~._l...~!~ ~rilrf~~5~ttt1~~Eo~~jtifll~~!~~~~~l2 e ~!i:; ::;;;:is i~~Ol ~ ~ ~ ~ i1"= Ojfii;:;:j i iiif': ~;;;:. ~I ~c>J ~;~ ns Hi; ~ii ~i"i- ..... N 0 0 0 u.. ~ <0 0 ..... N ~ N ~ 00 >-' ill ill w ..J W f- <{ I <( U en Cl en "- <( >: Q N 0 Z , <( 0- ..J '" f- '" w <( ~ >: LL '" :r: z 0- n: <{ 0- en 0 ;.: in u CD z lI.. Z z 0 ; U ,,; 50 in ::> <{ '> ...J 50 '" w ~~ ~5i! u. Cl Cl cr ~fl !!i I I. ~II!~ ill ~~!l ~ f- a f~1 ~u II Vi z >1 >- f- f- <t 1r '" 0 E I f- >: ::> <( ~ f- "' '" w 0 ~ "- "" " <i 1)1 <{ >- 0 I- et: z :r: ::> 0 ~n" "' u <( ~E .1 '" '" I- "' ~ ~~ ~~ :J ill ..J 0 ~ ~~ L U <( SAJ-1997-2362(IP-HWB) D~ z <Cz) e- z Marco Island Executive Airport u <( w u Trash Road Mitigation Plan > :J " "- '" ~ 2 October 2006 a... <.l Page 3 of 13 <(2) ~ 3 ~ f II ! r · f. ! II ~ III i II Iii ni ~~ ~Ji i: f . .Ill!' ljPi rlfllP! i~ "- N C C> < . <L ~ 0 fit. <<~- I- ! · U~t~'I~ D .... N .' S I~ fJi I! jj ~di r s nf hi ;~.Ii "., ~ 00 i-' , " g nl~~'----4 w w 1111 J~ tJ ., ;1 w ,... till '" '" < l!ll en CJ u ~ '" C> , 0- ..t ..t z <t '" ::;: u: -' I "- 0- 0.: z 0- D 0 >' '" ;:: '" Z '" Z z 0 C> C ~ in to '" ;;: :L ~ 0: lU 0 0 0:: w ,... en z 0 >- ;:: .... '" a: '-' 0 ;:: :r: ,... ::;: ::> << ~ ,... ,... '" 0: w 0 ~ 0.. 0: 0 <i' '" >- 0 ,... lY z I ::> 0 "' U " '" '" l- w :::; ill -' SAJ-1997-2362(IP-HWB) 0 >: u Marco Island Executive Airport " z i-' Trash Road Mitigation Plan ,... z u '" 2 October 2006 w u .., ~ Page 9 of 13 D 0.. '" 0.. "- <f il if Iii i j~t . P J~ i~! : 1;11; il~ !i~ I ~I i~ N ~bJ~1 r-- 0 U) ~ "- ..... . 0 r-- ..... N 7 ..; ..... Z 00 i-' W OJ u.J ..J u.J f-. <t :I: '" u ifJ 0 ifJ m IW u>o Z I-j::Zr '" 0 <[<(::}z 0 , ..... L:Z~~ a- <! Ol-t.!'!-- -> '" ..; !::W I-ZCl<I: <! WwZ> ::;: u.: ::;:..... ClU<(W Z I lLUi <:(<(-I....J '" a- ce: o:::"Jo..W -' a- D ",0::> "- ;: in ifJ ,<! .., 0 m z ..... z Z ~ 0 ::;: E <3 in <t <t '> ..J a: '" a: UJ -:e '" Cl 0 '" U <! IWO 0 <( ., U>Z 2- 1-i=::lZ UJ I- <!<tOO in :EZO:::_ "'..... z Ol-O<t <( 0 ,.. f-ZZ> ;::: f-. W~<(~ <t ii' O<(...JW '" 0 SAJ-1997-2362(IP-HWB) E' :I: <!...,..... f-. "'OW ::;: ::> ~<:(3: MarGO Island Executive Airport <! Trash Road Mitigation Plan -;::.- f-. '" '" 2 October 2006 UJ 0 ~ "- Page 10 of 13 '" 0 <( <t >- 0 f-. '" Z ::> :I: 0 '" U <t '" '" ..... "' ::; . CU -' 0 . >: u ., '" z i-' . f-. Z '" <(2) . . ..' u u UJ . . u . -, ::; - <t. 0 "- ~, '" a. .. !.oJ 0 ., a.. <! . . ~~) N . . o. i I ~ ! I ! 1_ d! Ii r! i~m ,I "" ,I .2i u ,I U.i E~:~~~ t~ .::"n;ii "'! "'''''''''''''1:/ , .11 ~.' Hh . I'"~ ..1'1 1 I I ~ ' :I j , ~ "il !hi uu..; "1>0 ~ i ...';Vu H t;;~ ".J! ~".... ,! """"'" ~l ,;",;<>eo ~j Ii. r:~a ,; Hi ~~.~ !l;lii.i I!,' li;t!!!;,: ~~"''''..''' n: t::....: ",!! n.,,,,,,, , I ~ hi !! !i, ;' . -rg ~ ~"i j, ,I, ~H~ ;':"1 ~I.. p~ ,f~." ! I f ,,~V) "- - . o ~ I- U? ;;; z fLi Uj ~ UJ I- <( :c <{ u cnOcn rh ~q ~h l: -i 1. il! y" U '" +; C!l 0 , z " U 0- 0 ..,. I- n<< ..,. <[ ..,. <[ '-" z :L t.L t:w <{ :r: a: -' 0- :Lt:: n.. 0- ;: ,,-en " 0 CD in z :z: 0 ;:: Z :z: 0 en z ci ~ u; I- <{ <{ '> -' ~ '" w ::;: D- O 0 '" :J UJ l- v; Z >- 0 ;:: I- <t c: " '" :c E I- ::> :L <[ SAJ-1997-2362(IP-HWB) 0;:- I- <Il '" '" Marco Island Executive Airport w 0.. ~ '" Trash Road Mitigation Plan Q <i' 2 October 2006 <t >- 0 I- Page 11 of 13 '" z ::> :c 0 '" u <{ '" '" f- w ::; OJ -' 0 z u <{ Z I- , I- Z <{ U u <(2) w ::; ,; , , .., t.: " 0 "- . , , u , '" "- , _ <t, D- <t , ~, +! , "' " , , , , N , ! 'f ~, I I ~q !! il ~ ., . ~ ~l ~ r ' I III " ~I ! i Ii I il! I.: iIHH~ " Ii fl!l! f. "- N . 0 .. ~ 0 '" ia 1.1 i'll~ N f ,f If I II II .1 I! n IIII f ~ ~ .0 ~ <0 if} lu Ie I >-' w w m fI fJl~~ml I w 0- ;:;:o*e~ :r <( , (/) 0 0 '" 0 , C> ... ... z <( <( :;: u.: ..J :J: a.. C> c.: '" C> ;; Z ci if. cr '" z 0 Z z C 0- J: u; Z ci <( ;; 0 J: 0: w :;: 0 0 '" . W 0- i/i z >- 0 ;::: f- <( cr '" 0 ;::: :J: f- f => <( ~ f- f- U) 0: W 0 ~ "- !!; 0 <( <( >- 0 0- <Y Z => Ui 0 <( U 0: 0: 0- W :J W ..J 0 SAJ-1997 -2362(IP-HWB) >: u <( Marco Island Executive Airport z t-: Trash Road Mitigation Plan f- z <( u u -<(2) 2 October 2006 w :J .., Page 12 of 13 0 "- 0: "- a.. <l sll! 5~ Itoe ~a jii ,:; ',:1 ' .'/ Ii f 1,0 ,.f 'j: \ I" .1 I'l'-r j~ -; ... ,: ~:. 'l~ 3: _. "'," -Jl =~ I I ~=~ sea I <::::(2) ~ "~~D \:I..:;;;:: l-':~ .j- . i II' - , . -~~ .~ :;j ~ i ~ . ! :.llJ.. ElG If... ~, . i :il:l.. ,.. ::i ~ ~!g :1/1 5; ii ii '" b n J -~~ r i~:; 'Ii \ /, [, !~ ~~ ,,~ ,i I" ,#) - , i~" Jj..... l!~ ~~:; "':I" I ~'lJ ii~ I IiI i I) , ,1 9. '4" i~ I ;g" ~ I L-i~l I rJ ~:i d I uu..; cicio t~:: iJ: ~~i"iiii f...,,,, __":~-3~ ,- ~! i;:;;i~;! .t::J:: ......~!!:!~!!! d .' ~' ! ."~ ..'L . i!!;!' <>:5 ~:i~~ Ij... ;;a: ~!~~!!l .BB 3:",<.><>... ~ z . . l'j ~ , ~ , i ! , , " . ! , ~ z ~ fH. i. " g "n ds ~~ !~ ~1 i I . SAJ-1997-2362(IP-HWB) Marco Island Executive Airport Trash Road Miligation Plan 2 October 2006 Page 13 of 13 . . . ~i~ fuili ~;;;<f~~;; oJ~~oJ-l'-: t 51i'~ ~, - ~Il:~ " ~:!;;:=';Lt !::!e:o~::::!~~ ~ ~ ~ ..5~!,!~ ~~~l\!~~ ~ ;;i3i~" <:: ~l:..o:",~.!i ~ ;; ;~~~=g g ~~i~s~ :: .::l U<I."-"',""[ ~ ~ . t, ...... :.: 5~~~~ ~.;.:;:5; ~ ~~~i!l:l z "'~"-""z ~ . , 1...J. "<-- . .. ~ ~ ;, "j ~-r- ~ l~' . ~ .~ ~i T~ ~ ~ , ~ z . ! ~ ~ ~ ~ 3: i! J~ ~i ~. .~ ~~ z '" i" .~ ". z ~ E! ~B;; ru. doi.,,d ",,,,-.. --~- '" p H ::t~~ ..,"'~~ . - ~ i: ~I -~ :.. ~ ~ li! ~ I !al UU 06 tt ..... N en 0 "- , ~ 0 ..... N Z ..... , 00 f-: W W w -' W f- ., I ., U '" a '" ..... 0 , 0- ..,. ..,. '" <r z L 0 LL ;:: OJ: u 0- Q.. w 0- ;.: en u; . ...J 0 l!l Z " ., Z z 0 . U ci ;: Vi . n: ., ;;: ,.. ;: 0: w ~l:i f- a a '" d i~ ~f UJ f- (jj Z ,.. 0 ;:: f- ., ;r !i '" 0 E :c f- ':i. ~ L '" z " <r - , ~ f- ir Ul 0: UJ 0 ~ "- 0: 0 <i. ., ,.. 0 f- a: z '" I 0 '" U ., 0: 0: f- ,~ :J W ~ 0 >: u ., f-: z Z f- ., U U UJ :J -, 0 "- or "- "- <r SAJ-1997-2362(IP-HWB) Marco Island Executive Airport ATTACHMENT 0: SPECIAL CONDITIONS (Mangroves Islands to be Purchased) (3 Page) N.T.S. A ~ R 26 E '-. .."-" - .-----.--------.--".-- ~, c. ,o; , I i I I I I I I I I I '" ... '" .. . ~ ' MANGROVE ISLANDS TO BE PURCHASED SEe 32. T 51 S, R 26 E ~.. ,- . ~ , .... .. .... ...... ..... '0 '" .. '" .. ~.... . - '-' . "-' ",' . . . . . .m_i...._ PROJECT NAME: MANGROVE ISLANOS To BE PURCHASEO LOCATION MAP DWG. No. 99HMA449-01 DRAWN By: P.F. REVISIONS: SHEET: I OF ApPLICANT: COLLIER COUNTY AIRPORT AUTHORITY DA TE: 9/3/02 SCALE: N. T.S. .' . ;r-i-'~1~~*~c'wt7;t;c::~ov:~~'~~~~~k~~ic;'~""'"';~ , .' ~ .. -"Ii . " ,:~~' 'd~".th h .." .~.: .::~~. ~;f".~:..: .(..:~,~.'.'~,..\.:~"._',".'..'" -". ....~..':..;:.,',.'.,.:-~....~.'.:::.;......: ..,:.~.'"..~'_~.:'....',,~:...:.b..':..,':"~~,:.:,:.~.:.,..._.,:..:.'.:;,j,t_\:[.?'.,....;,_~.::,~,.1,.:....:"':1' ft~...':.'~..:,::.;.~.,.;~~.r..,.,:._.:..,;"":._.~;.,~:...';.',.:.=......';;.,.....:,:.;... .' v' ;~'~:ir.;mf"~ ","~, -~:;",:: {;~': ~',~",:-; ~ ~~:~~)};~~i;~';~~~~:-:~I;- :. 1 ... - .". '::- . ';;~~f'~.. t"...~'<lJ;. ]+:11 - .........~'j,S~~,";~,;;:.\':.'.;;~~...~~-:.~&:"...Io.~:;; .!.\~r ~~'~r~ h~",.....l >.).~ "r,<;,. .~,.Ii':i:'''''';'''.~ i-'.;;c,;~_. -,:~,.'d---d:'..."":.t~'" <-~ ''''<'-':::4:->::--" ~~~--;...,... . f:~;'..~j"f~!} '=~~" ~~~~~'.:;;::,.,y~ ,;r~!l~fls ,. :t:, '1M"..:.,;'-;:.~..o:r.'!~:Jc~,~ -:.i!F.mSl&"'- '" . .~;-;~~~.. ~.. '.' ~i> ;?fJ.:.~-' T kR':P;(Jj,f.4 :"'B A Y : 'y~~~.-;:~;j;~:\.:':.~~-7~~ ;r ,_,. M@<Qt9:q5'ISL~S ". ..~st~!.ff~~:~~ . ~.::':,'~" ?~..~,.;...~ ~~ ':~:-'-.:?~:.,~~~~~~.""'. '~;~~;,~~:.~ ~" -. ..' J:~i~~~f~!' ~~:..~):~.~~~~ M!., ," ~.,.. i~FiJ.f'~' ~:~. .. .~ ;~ ;:" J 5 .~. ill~ "if' ., ." -' "~. , - '"' " ',-1 L ~.. '_~-~ ~_:~~'_.iII:': ':r:~~~~.;;'i.' ~. NOTE: LEG2:NO: QUAD SHEeT SCAN."lEO F~OM MARCO ISLAND USGS aUAD SHEET PHOTOREViSED 1987. P"'7"A MANGROVE ISLANDS TO 6E ?URCHAS2D lLLJ (26.04 Ac_-:) PROJECT NAME; MAN GROVE ISLANDS To BE PURCHASED QUAD SHEET DWG. No. 99HMA4L,9-02 DRAWN BY; P.F. REV'S'ONS: SHEET: 2 OF.3 DATE: 9/3/02 SCALE: N. T.S. ApPLICANT: COLLIER COUNTY AIRPORT AUTHOR'TY cid iJ "00 2v06?l0 n C".I 'I (,) ~ 11 .- ;-, '. ?J 4> , .~ -- -I- ,- ":i"' ..." <(.0:, "'';;::;13', ~.--- ::i,,:,~ ... < ., ,. ;,1 ! -;',,! <IIi ::111; ! .hl'l i Iii I . , IJ ~ ~ Ilg' ~ . 2 . . ~~-......~ !! g ~ '" o n. '" '" Wz > . ~: . => 0 u 0 ~9 W ~ o~ z"' ::J" !!l .. ;;; '" ~ '" ~ '" ~ SAJ-1997-2362(1P-HWB) Marco Island Executive Airport ATTACHMENT E: SPECIAL CONDITIONS Vegetation Management Plan (4 Pages dated 2 October 2006) Collier Coun.ty AiIport Authority A--/arco Island Executive Airport Vegetation Management Plan General This vegetation management plan for the Marco Island Executive Allport has been developed as a method and means of identifying and complying with the requirements of the Federal Aviation Administration (FAA) Federal Aviation Regulations (FAR) part 77 and State of Florida Administrative Code Chapter 14-60 ("Allport Licensing, Registration and Airspace Protection"). This plan identifies where and how the Collier County Airport Authority will maintain vegetation on and around the airport upon completion of all airport development in order to protect the airspace in accordance with the aforementioned FAA and Slate of Florida regulations. The attached "exhibit 1" depicts the Marco Island Executive Airport upon the completion of all proposed development projects and identifies all areas of vegetation to be maintained. The legend in exhibit I depicts areas to be trimmed, cleared and mowed. Airspace Protection Requirements The following areas of airspace Dr "imaginary surfaces" as defined and depicted below and on the attached "exhibit 1" shall be maintained clear of vegetation at all times in accordance with the aforementioned Federal and State aviation regulations: ~ \1 t) c; 1. PrimalY Suiface - Generally defined as an area of airspace surrounding the landing/takeoff area (runway) designed to prevent an aircraft from flying into an object while trying to takeoff or land. The primary surface only extends down to the nmway surface elevation, not to the ground. No objects are permitted to extend vertically above the level of the runway in the primary surface. The Marco Island E !IV Airport primary surface extends 250 ft. east and West of the Runw _ 17/33 tedine and 300 ft. North and SO!Ith of either end of the runway. e attac e exhibit 1 depictq the defined areas of mowing and vegetation clearing v..ithin the primary surface_ The Umowing" areas generally consist of grass and weeds, which will be maintained at Dr below runway surface elevation. Collier County Airport Authority staff will conduct mowing. The "vegetation clearing" areas are primarily areas of mangrove gro\1/th and shall be maintained at or below runway surface elevation at all times. Licensed professional man,,'l'ove trimmers contracted by the Collier COllnty Airport Authority will conduct vegetation maintenance in this area. SAJ-1997-2362(JP-HWB) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 1 of4 ~f; \-'1/7< 2. Approach Surfaces - Generally defined as an area of airspace designed to prevent aircraft from flying into an object while trying to land. The approach surface dimensions are based on the most precise approach to that end of the runway. It has a length, inner width, outer width and a height above the runway expressed as a ratio or slope. No objects are allowed to penetrate the approach surface. The approach surfaces precede the primary surface at the approach ends to the y. Referring to the attached exhibit I, the approach surfaces for Runway 17/33 at Marco Island Executive Airport are depicted by the hatched areas ding beyond the primary surface at either end ofthe runway (700ft. to the North of the approach end ofnmway 17 and 770 ft. south of the approach end of runway 35). These approach surfaces require a slope of34:1 to be maintained clear of all objects. No vegetation sball be permitted to exceed this slope within the vertical and lateral limits of these approach surfaces. For the purpose of physically performing the trimming work required to maintain these areas in a safe and effective manner, all vegetation shall be trimmed to a height of 5 ft. above the surface. These areas consist primarily of mangrove growth and licensed professional mangrove trimmers contracted by the CoI1ier County Airport Authority shall perform all trimming. 3. Transitional Surface - Generally defined as an area of airspace designed to provide an added buffer along the length of the primary surface. It begins at the outer edge of the primary surface and the approach surface and extends upward at an angle expressed as a ratio or slope until it reaches a maximmn of 150 ft. A 50 . ft. "buffer" is depicted in the attached exhibit 1. For the purpose of physically performing this work in a safe and effective marmer while preventing penetrations to the airspace surface, vegetation in tins area shall be cleared to the runway surface elevation. Vegetation in this area consists, primarily of mangrove growth and shall be maintained by licensed professional mangrove trimmers contracted by the CoI1ier County Ailport Authority. Vegetation Maintenance Methods (Mangroves) ], Gcneral- The Collier County Allport Authority shall on an annual basis retain the services of a licensed professional mangrove trimmer either through the Collier County Government term -bid list if one is listed or through a separate formal bid process if one is not listed. The contractor wiII be provided with a copy ofthis plan and shall conduct all clearing/trimming operations in accordance with this plan. Prior to the conunencement of any clearing/trimming work, Airport Authority Staff shall meet with the contractor to go over the details of this plan. TIle contractor hired to perform the required clearing and trimming work shall stake the areas denoted to be cleared or trimmed on the ground. No mechanized equipment or machinery except for hand held machinery (i.e. chainsaws, trimmers etc.) will be permitted. SAJ-1997 -2362(IP-HWB) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 2 of 4 2. Clearing - The contractor shall hand clear the staked or indicated area of all vegetation materials. Trees Wlavoidably falling outside the specified limits must be cut up, removed and disposed of. In order to minimize damage to trees that rc to be left standing, trees shall be felled toward the center of the area being cleared. The contractor shall preserve and protect from injury all trees not being removed. The grubbing of stumps and roots will not be permitted. 1ue clearing of cxotics shall also include the application of approved herbicide to remaining stumps. 3. Trimming - The contractor shall cut the top of the mangroves to a height of five (5) feet in the staked or indicated areas. The contractor will cle.ar cut all exotics within the area designated for trimming. The remains of the exotics shall be treated with an approved herbicide. Schedule 1. Mowing-will generally be conducted in those areas designated in exhibit I, according to the schedule below, however it may be adjusted from time to time due to the amount ofrainfalI and other meteorological conditions which affectgrov.th. . May I through September 30 -Bi-weekly. . October I through April 30 - Monthly 2. Clearing and Trimming - shall be conducted annually, as necessary to prevent the vertical growth of vegetation within the primary, approach and transitional surfaces as described above. Each of these areas shall be cleared and trimmed concurrently each year so as to mirumize intrusion and impact to these areas and in order to maintain uniform/stable growth patterns. All clearing and trimming will be conducted during the period connnencing not prior to October I and Concluding prior to March I each year so as to avoid interference with the nesting season of the endangered North American Crocodile. SAJ-1997-2362(IP-HWB) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page3 of 4 () a 170 ~. II !'" E~' 5tJ' " ~ W. tr \~ I!i ~.. 1,." f'" . t~- ) , v to. ~ '" () 0- '-' '" ><> 2> .~ ':(1 LEGEND 250' i i I ! t I ! ~~ I WI'~~ ~~~~~~[N I 5 ~ i 1 >- f---- EXrSTllllG TREELINE I ~ i ~ ~fc<? . TRI.... ISOLATED TREES ~ IN BUFFER THAT '" PENETRATE AIRSPACE _0.. Z SURF ACES AS NEr.LlED '0 " ,eJ f":'c'~l ,RIMMED TQ S' '" , ii ! ! I I i I I , " I I' i" II I :i I " . " i I; , I' I I 1--.-11, .L.__..... ~~~;;,J r ~'iiYiJ&?,."t.,~ 1.-!:_1:....J::r.....1:..L.L....:T_~ -11~nUI . 1"1" :~~~;~~~_~I r Ic-~.~? Lu'.,j ! i t~ I j. i' , \ ~ i i , j ,- I 1 I i I ~ f- Z w ::'; w U1 <l; W U1 U1 w '" C) w '- U1 c::, ~ 1 ~~ fcf SAJ-1997 -2362(IP-HWB) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 4 of 4 :iJ Court ,33919 :5-1200 icate of Jo.1772 VEGET A TION MANAGEMENT Marco Islond Executive Airport f- Z w ::'; w Ul <( W Ul Ul W '" C) w '- U1 U1 W '" l) z ?II~NO. 2004059 /j (J ~ <J 0 ~ ., 1 , I [" " i 250.1 I I ! il' ~! ;>",n'olf ., " '. ~ I~ ~~ ~ <( ~......" -' \\ .' I'll ~~. f/:::~ro -.'_" _ '. ',M .;-~ ~ ~;::>~~ I; ._1 :OJ . :-::?:'2~:..;;.~ .......-.... ~--.,~--.:'~-......,.-1 0 :J _-.'t"'::-:>....;~~~~-.,:".~~~::,', ':-::::"'.:y~) 0 r I ~~.111~1{~ ~ w "'jiW!If;:'0:~~~ij'iif:i'~%.~\ ~ F. f'~~:1l ~ ~ b~'~: . ~ ~();?~ R:. :> ,. D w ::<:: <( -' " o hI) roo, I" ti ~ ^ I> .os~ j i I i i , . ; I , 1 ! it .QOp-n "f. !j 1 II I if I . 1 ~ i.. ~ I ~';~~', 11 I ", " I! t. . ~-. I j i I,' 'Ii .j I' ..; "jl ", . f .1 1; . 31)0!; I. [II i,'J I '-- - ,'/ I ,.,-:-..;...... " i.~ . ,,1 '.' i.1 . ! l , ; J , I I I j I I f I ~. I i I I I ! ':. I , I I ; r I , 1 ' 1',.-,.:../ ~ ~ '0 ;j u ""?, pI= ~~~ ~~~ 01 ~J 0, ~' < fiGURE NO. I SAJ-1997-2362(IP-HWB) Marco Island Executive Airport ATTACHMENT F: SPECIAL CONDITIONS As Built Conditions (3 pages) SAJ-1997 -2362(1P-HWB) Marco Island Executive Airport AS-BUILT SPECIAL CONDITIONS 1. The permittee shall provide as-built drawings of the authorized work, including mitigation, and a completed As-Built Certification Form. The drawings and Certification Form are to be submitted within 60 days of completion of the authorized work, including mitigation, or at the expiration of the construction authorization of the permit, whichever comes first. The drawings and Certification Form must be signed and sealed by a professional engineer registered in the State of Florida. In the event that the completed work deviates from the approved permit drawings and special conditions, the permittee shall describe, on the Certification Form, the deviations between the work authorized by the permit and the work as constructed. A blank form is attached. Please note that the depiction and description of the deviations on the drawinos and Certification Form does not necessarily mean that the Corps will approve of them. 2. As-built drawings shall include: a. Location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed. b. Clear indication of any deviations, which have been described on the As-Built Certification Form. c. The Department of the Army Permit Number. d. A plan view of the overall footprint of the project showing all "earth disturbance", including wetland impacts, water management structures, and anyon-site mitigation areas. e. A detailed plan view of all created and/or restored or enhanced mitigation areas showing planting zones, and cross-sections of the mitigation areas showing elevations corresponding to the plantings; elevations of the inverts of any control structures (Inflow and outflow) servicing the mitigation areas. f) Any stormwater management system, that is a part of a wetland creation, restoration or enhancement mitigation project, especially elevations of the inverts of the control structures. 1 SAJ-1997 -2362(1 P-HWB) Marco Island Executive Airport AS-BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Submit this form and one set of as-built engineering drawings to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232- 0019. If you have questions regarding this requirement, please contact the Enforcement Section at 904-232-3697. 1. Department of the Army Permit Number: 2. Permittee Information: Name Address 3. Project Site Identification: Physical location/address 4. As-Built Certification: I hereby certify that the authorized work, inclUding any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below. This determination is based upon on- site observation. scheduled and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as-built engineering drawings. Signature of Engineer Name (Piease type) (FL. PR or VI) Reg Number Company Name Address City State ZIP (l\fi1x Seal) Date Telephone Number 2 SAJ-1997-2362(1P-HWB) Marco Island Executive Airport Deviations from the approved permit drawings and special conditions: (attach additional pages if necessary) 3 ,.,-_....'--------~._........_,.__.__._..~->'<._~.~-~_.._-~--~.---~-_._-,- Florida Department of Environmental Protection South District Office P.O. Box 2549 Fort Myers, FL 33902-2549 Charlie Crist Governor ' Jeff Kottkamp Lt. Governor Michael W. Sole Seeretar)' December 3, 2009 Collier County Airport Authority c/o URS Corporation 7650 Corporate Center Drive Suite 400 Miami, FL 33126 Attention: Mr. Juan c. Garcia, P.E. Re: Collier County - ERP File No,l1-0129042-004 Modification of Permit No. 11-0129042-002 Marco Island Executive Airport Terminal Apron Expansion and Auto Parking Lot Modification - Stormwater Management System Dear Mr. Garcia: Your request to modify this permit has been received and reviewed by Department staff, The proposed permit modifications are for: The construction of a new stormwater management system to serve the expansion of the existing aircraft apron at the Marco Island Executive Airport into the existing vehicular parking lot and a new parking lot adjacent to this apron expansion. After thorough review by staff, the proposed modifications are not expected to adversely affect water quality and will not be contrary to the public interest, provided the permit is amended as follows: EXPIRATION OF CONSTRUCTION PHASE: From: June 26, 2013 To: December 3, 2014 PROJECT DESCRIPTION: lIMore Protection, Le.'iS Process" www.dep.state.fl.us Collier County Airport Authority File No.: 11-0129042-004 Page 2 of 8 From: The above named Permittee is hereby authorized to construct the work shown on the application and approved drawing(s), plans, and other documents attached hereto or on IDe with the Department and made a part hereof. This permit is subject to the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the attached 19 General and 23 Specific Conditions, which are a binding part of this permit. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, the contractor also should read and understand these drawings and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the permit and appropriate enforcement action, To: The above named Permittee is hereby authorized to construct the work shown on the application and approved drawing(s), plans, and other documents attached hereto or on IDe with the Department and made a part hereof, This permit is subject to the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the attached 19 General and 24 Specific Conditions, which are a binding part of this permit. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, the contractor also should read and understand these drawings and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the permit and appropriate enforcement action. From: The permit authorizes the disturbance of approximately 35.6:1: acres of wetlands and other surface waters within wetlands and other surface waters. These impacts include filling 13.05:1: acres of forested saltwater wetlands, 12.37:1: acres if herbaceous, disturbed wetlands, 2,4:1: acres of wetland secondary impacts, and 7.78:1: acres of other surface water including ditches and borrow areas, The stormwater portion of the project is to construct a stormwater management system (system) to serve 52.4 acres of the total upland area of approximately 58.6 acres. There are six drainage basins designated DA1 through DA6, which contribute Collier County Airport Authority File No.: 11-0129042-004 Page 3 of8 stormwater runoff to the proposed system. A seventh Basin (DA 7), which serves the existing terminal area and associated parking, has historically discharge stormwater runoff offsite and does not contribute to the system permitted herein. The basin bound;mes are as shown on the permit drawings. Treatment for stormwater runoff from basins DA1 through DA5 will be provided by dry detention before discharging though one of three outfall control structures, each with its own spreader swale, Treatment for stormwater runoff from basin DA6 (east of the existing airport runway) will be provided by dry retention with any runoff volume in excess of the required treatment volume discharging by sheetflow to the receiving body. To: The permit authorizes the disturbance of approximately 35.6:1: acres of wetlands and other surface waters within wetlands and other surface waters. These impacts include filling 13.05:1: acres of forested saltwater wetlands, 12.37:1: acres if herbaceous, disturbed wetlands, 2,4:1: acres of wetland secondary impacts, and 7.78:1: acres of other surface water including ditches and borrow areas, With the addition of the Terminal Basin under this permit modification, no additional wetland impacts are proposed or authorized, The stormwater management system portion of the overall project will be expanded with the addition of the Terminal Basin system to serve a combined 54.4 acres of the total upland area of approximately 58.6 acres, There are six drainage basins designated DA1 through DA6, which contribute stormwater runoff to the system permitted under Permit No. 11-0129042-002. The seventh Basin (DA 7), which contains the existing terminal area and associated parking, has historically discharge stormwater runoff offsite and did not contribute to the system permitted under Permit No. 11- 0129042-002. With this modification, the Terminal Basin (located partially in l3asin DA 7) stormwater management system will provide storrnwater runoff treatment by dry retention for the 1.963-acre basin project area before discharging though its outfall structure to an on-property treatment swale. Treatment for stormwater runoff from basins DA1 through DA5 is provided by dry detention before discharging though one of three outfall control structures, each with its own spreader swale, Treatment for stormwater runoff from basin DA6 (east of the existing airport runway) is provided by dry retention with any runoff volume in excess of the required treatment volume discharging by sheetflow to the receiving body. The basin boundaries for Basins DA1 through DA6 are as shown on the permit drawings attached to Permit No. 11-0129042-002. The basin boundary for the Terminal Collier County Airport Authority File No.: 11-0129042-004 Page 4 of 8 Basin is as shown on the permit drawings, as incorporated by reference and attached to this Permit Modification No. 11-0129042-004. SPECIFIC CONDITIONS: STORMWATER: ADD: 24. Stormwater Treatment Facility (Terminal Basin -1.963 acres)(see Permit drawings): a. Retention Area: Bottom Elevation: Minimum Side Slopes (VertHoriz): Bottom Stabilization: Slope Stabilization: Berm Top and Outside Slope Stabilization: Berm Top Elevation: 2.19 Feet NAVD [3,50 Feet, NGVD] I:Ph Sod Rip Rap Sod 5.00 Feet, NA VD b, Outfall (Discharge) Structure (5-6): FOOT Structure Type: Skimmer Top/Bottom Elevations: Weir (Grate) Elevation: Discharge Culvert: Invert Elevation: Type "G" 3.75/-0.75 Feet, NAVD 4.39 Feet, NA VD 3D-Inch RCP -0.75 Feet, NA VD Receiving Body: Existing On-Property Treatment Swale Wet Season Water Table Elevation: 1.19 Feet, NA VD [2.5 Feet, NGVD] NOTE: The NGVD 29 Elevation is equal to the NA VD 88 Elevation + 1.31 feet. The elevations shown in Permit No. 11-0129042-002 are NGVD. ADD: Nineteen (19) drawings (11"xI7" reduced drawings) prepared by URS Corporation, as signed and sealed by Andres Gutierrez, P.E., on October 19, 2009, are incorporated by reference and attached to this permit modification, These added drawings do not modify, replace or supersede the permit drawings attached to Permit No. 11-0129042- 002. Collier County Airport Authority File No.: 11-0129042.Q04 Page 5 of8 Since the proposed modifications along with the above amended permit conditions and monitoring requirements are not expected to result in any adverse environmental impact and water quality degradation, the permit is hereby modified as requested, By copy of this letter and the attached drawings, we are notifying all necessary parties of the modification. 1ms letter does not alter the permit other than as described above. This letter and referenced enclosures must be attached to the original permit. This modification is hereby granted unless a timely petition for an administrative hearing is filed under Sections 120.569 and 120.57, Florida Statutes, (F.S.), before the deadline for filing a petition. The procedures for petitioning for a hearing are set forth below. Mediation is not available, A person whose substantial interests are affected by the Department's action may . petition"oran administrative proceeding (hearing) under Sections 120.569-and120.57, ES. The petition must contain the information set forth below an must be filed (received by the clerk) in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a modification of the permit or even a denial of the application. If a sufficient petition for an administrative hearing or request for an extenSion of time to file a petition is timely filed, this permit automatically becomes only proposed agency action on the application, subject to the result of the administrative review process. Accordingly, the applicant is advised not to commence construction or other activities under this permit until the deadlines noted below for filing a petition for an administrative hearing, or request for an extension of time have expired. Under Rule 62-110,106(4), Florida Administrative Code (F.A.C.), a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Collier County Airport Authority File No.: 11-0129042-004 Page 6 oiS In the event that a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding, Any intervention will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F,A.C. In accordance with Rules 28-106.111(2) and 62-110,106(3)(a)(4), F.A.C., petitions for an administrative hearing by the applicant or any of the parties listed below must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than those entitled to written notice under Section 120.60(3), F.5., must be filed with 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under Section 120,60(3), F.5., however, any person who has asked the Department for notice of agency action may file a petition with 21 days of receipt of such notice, regardless of the date of publication, The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S. A petition that disputes the material facts on which the Department's action is based must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address and telephone number of the petitioner; the name, address and telephone number of the petitioner's representative, if any which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules and statutes that the petitioner contends require reversal or modification of the agency's proposed action; and Collier County Airport Authority File No.: 11..Q129042-004 Page 70fB (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action, A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by RuIe 28-106,301, PAC. Under Sections 120,569(2)(c) and (d), P.5., a petition for administrative hearing must be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. The action is final and effective on the date filed with the Clerk of the Department unless a petition is filed in accordance with the above, Upon the timely filing of a petition this order will not be effective until further order of the Department. This pennit constitutes an order of the Department. The applicant has the right to seek judicial review of the order under Section 120,68, F.S., by the filing of a notice of appeal under RuIe 9.110 of the Florida RuIes of Appellate Procedure with the Clerk of the ~.... Department in the Office of General Counsel, 3900'CommonwealthBouIevard, Mail-.. Station 35, Tallahassee, Florida 32399-3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department The applicant, or any party within the meaning of Section 373.114(1)(a), F.S., may also seek appellate review of this order Section 373.114(1), F.5. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when the final order is filed with the Clerk of the Department. Sincerely, 11 J~ Jon M. Iglehart Director of District Management JMI/JDM/JR/jdm 19 valid drawings (11"x17" reduced) attached 3 DEP forms attached cc: u.s. Army Corps of Engineers Collier County Property Appraiser Collier County Airport Authority File No.: 11-0129042-004 Page 8 of8 Florida Fish and Wildlife Conservation Commission DeItona Signatories The Conservancy of Southwest Florida, Am: Elinor V. Krier, 1450 Merrihue Drive, Naples, Fl34102 The National Audubon Society, Ann: Stuart Stahl, 444 Brickell Ave., Ste 850, Miami, Fl33131 The Florida Audubon Society, 1331 Palmetto Ave., Ste 110, Winter Park, Fl32789 Environmental Defense Fund, Attn: J. Tripp, 257 Park Avenue, South, New York, NY 10010 Izaak Walton League, Florida Division, Attn: J. Green, 700 Biltmore Way, Apl407, Coral Gables, Fl33134 South Florida Water Management District Ann: Henry Dean, 3301 Gun Gub Rd., West Palm Beach, FI33406 Florida Department of Community Affairs, Attn: Ray Eubanks, 2555 Shumard Oak Blvd., Tallahassee, Fl 2399-2100 . The Deltona Corporation, Atfn: Sharon Hummerhielm, 999 Brickell Ave., Suite 700, Miami, Fl33131 Bd of Co Commissioners, Attn: Honorable Carter, 3301 Tamiami Trail, East, Naples, Fl34112-4902 Rookery Bay Aquatic Preserve CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document, . u.. uincludingcopies, was maiIedbefore. the dose of business on . .-"lece~>-t.68-\.- 3 ..2009, to . the above listed persons. FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52(7), F.S., with the designated Department clerk, receipt of which is hereby acknowledged. c..' ..'-~~--'- '---- g.efk L.----' -~c.:.>~'~ /c2. ..:s . c) f Date Fonn N62-343.900(3) F AC Fonn Title: ConstrUCtion Commencement Notice Effective Date: October 3.1995 . ENVIRONMENTAL RESOURCE PERMIT Construction Commencement Notice Project: Phase: I hereby notify the Departnlcnt of Environmental Protection that the construction of the surface water management system authorized by Environmental Resource Permit Number has commenced I is expected to commence on and will require a duration of approximately months weeks days to complete. It is understood that should the construction term extend beyond one year, I am obligated to submit the Annual Status Report for surface Water Management System Construction. PLEASE NOTE: If the actual construction commencement date is not known, Department staff should be so notified in writing in order to satisfY pennit conditions. Title and Company Date Permittee or A uthorized Agent Phone Address 61-343.900(3) On-Line Document Fonnatted 12101/91 kag Fonn '62-343,900(5). F.A.C. Fonn Title: As-Built Certification by a Registered Professional Effective Date: Oclober3, 1995 ENVIRONMENTAL RESOURCE PERMIT AS-BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number: Project Name: I hereby certify that all components of this surface water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. Any substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated, These determinations are based upon on-site observation of the system conducted by me Ot by my designee under my direct supervision and/or my review of as-built plans certified by a registered professional or Land Surveyor licensed in the State of Florida. Signature of Professional 'Name (please print) Company Name Florida Registration Number Company Address Date City, State, Zip Code Telephone Number (Affix Seal) Substantial deviations from the approved plans and specifications: (Note: attach two copies ofaswbuilt plans when there are substantial deviations)' Within 30 days of completion of the system, submit two copies of the fonn to: 62-343.900(5) On-Line Document Formatted 12/01197 kag . Form N: 62-353.90Q(7)F.A.C. Form TItle: Request for Transfor to Operation Phase Efli:otivc Date: Scntcmb<:r 25, 1995 Request for Transfer of Environmental Resource Permit Construction Phase to Operation Phase (To be completed and submitted by the operating entity) Florida Denartment of Environmental Protection It is requested that Department Permit Number _authorizing the construction and operation of a surface water management system for the below mention project be transferred from the construction phase permittee to the operation phase operating entity. Project: From:~ Name: Address: City: State: Zip: To: Name: Address: City: State: Zip: The surface water management facilities are hereby accepted for operation and maintenance in accordance with the engineers certification and as outlined in the restrictive covenants and articles of incorporation for the operating entity. Enclosed is a copy of the document transferring title of the operating entity for the common areas on which the surface water management system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. The undersigned hereby agrees that all terms and conditions of the pennit'and subsequent modifications, if any, have been reviewed, are understood and are hereby accepted. Any proposed modifications shall be applied for and obtained prior to such modification. Operating Entity: Name Title: Telephone: Enclosure o copy of recorded transfer of title surface water management system o Coy ofplat(s) o Copy of recorded restrictive covenants. articles of incorporation, and certificate of incorporation. 62-343.900(7) On-Line Document Fonnatted 1210 I /t11 kag :~: ~ ~ l!l fo"': C'l r~.!~nl '1 ~~;j 8 I · - 3IiIU;ia.1 ilM' '!~ J .S i b I ~ . ~~~:l'.;i i!~ Ig ffi "; 1; ! i'i~illi! ! ., ,I d I I- Z ' II ",II"" , 11~11! I '; 0::: 0 > " I~NIII i 'II~;~ I - O - i! i~l~hl'l; S'IIHU! h! ol! (j) .i I 'f ,i ~ lil~~ ~ E Ii: a.. Z ~ Ii" Ii!l 11'llh~! H ~ ~l P 0::: <( · ~ - I;I'! ijlg Ln~~~ II u ~ ~ _ a. - -..1 """", 'l'''''' .' 0 ! <( N >< I- J ~ " lilli,i!Ui~!!lId'l i i ! I , i w ~ 1. <=> I .~I~I,!II."'5~liiiil~1 ~ ~l 01 i 8. >w ~,' 0 a: ,,., :::.1 ;dldl!hmU!!i.l~dl~nL j ;,~ ~. Z -l 0 "f ' , 1'1';1 'Iif,..i ii'''''' . . i= ~ ~ 0 Cl i': ~ .lll!dlhl!iilllmil!!~! n ~ F => is:) g: ~ ~ <t. ,,1- " l'A-1 () ",0. <( ~ li'o 0" ~ . I! W g is '" -l ~. 0 ~ ~ojhii ~ ' 'li >< I- I- 0 <C <(" 0. -' . ""... <. ,,11.j. · u, z u u. a. ~ '" u. GO!' .'~ ~, '!ijH · · . W w::J Z < <t ci l~o,.li .. j,!,;" ' 8 2 a: - 0 ~ >- If::;:~[i:j ;;:!j;! ~~~~I;~fjj ~ ~ ~ 01- '" a. I-::iZ g,gfil"'z ~~ :::9>l;i~ii!!5 ~ ffl L....I CJ) ..::::: f- Z <u:-'~O ~< 1!'il1~9",~iil ..." z z ,.; · ~3' 00 " I'" ' · ~ ~8 .~ ~ ~8' ~I' ~ '!>,Il!~' en @ ..... 0 w~ _ 0 Z :J~ o ::J<C 0 () ~ u 0::: ..... <( (j) ~ 6 o r . iii t[:g lIDl/Il/aI Iornm-'II-)\l.-'ol.oa\l"l~ . "~,,,,--,pIIfIOOJ l".-.auI,-.o\'J . . '2 ! ! ~ 8 ~ i ;1 I a ~ II Jill~iill ill Il1ii i.:~:: ~:;: ~J: 1 ::: .,:-... -0 ~::-~ g; ~ ~-:,\ ~ a f:):: j ,.,.:t tC Y!l tJ 0.: tyt 0 u.i d ~ 'q~ ~ ~~ ~; ~ 9 0 w<< J ~g 1-"- !:iu.. a:. ~ci F ii) ~ ;;: ~ c ~ ~ 0 28 ::l" :Sir g '" . E ~ gj ~ ~' g:: < l:) D " \\;"~ ! J d- - ~I Ilt!1 Sml! i 01 I. i~ ~f - co co :",C: C'o": i- .", t:l. 1 :;. ~ .J: N _ II! 1;&,.; 2. ;; ~ ~ <V).r~-., - -.-! - . . ~ ,~!'iil !Iill~ ? h_i ~ I i !..~ e'~ ;!I; h!~? di~ ~~i~. p ~ 1 ~ ~~, ~ .!. .1..1. 1 j ) 1m IHlii ;!~Iil iI~I~;~i i!ii!~1 il l'li v :J: .- ...~-~-- - ...- ~ - · s - - . -- o. . . . I - ~ . . . . . . .. . . . . . " . . . ~I ~ =i =i .",f1'H1,1, t- H .. .. 15 ;Hi!; 1:1111 In ' 7 7 _ir-:i:l'':'rI.,~~ ~ .. ~ ~ ~ tnI J/J'ilhl/o' "'~-5IIIrOIIl$"-lo-t\l-.Dl\III"'''' ~""'ll'f!'OIIt~~:J I . > cl El (J i/UiJ <1:06210 II ~ _Lnfl1'~~('~ il1 -E~j - '" ~. ~~. I : I 1 ~B ~ I' B , i -ili--- jj --------~ f\-. h~ ill i ~H! 'i ~ I ~ !: i ' ... Ilrll!.! h ~Ir' h 1 . P,. i, ".", ,c.',','.'. .. . .L I. . ~ t II- ~.. ih! !:' > d~~!i :.. 9 . -"If' ~ "-~-!lJllisiIClT' -.... . . :1' . . ~I Q" 1'1 JJI~1 IUr. I ! . ~ I ....t:8 aQO ~i~ !i. t; < . ~QY< - 'a .~.. t:...!r;1I i'....~ ,Iii :m fim ~U~ If:Cl 1IIIll/tl/Ol l-nYv-1IllWI-DI'Il.'G3'-IO-)\-"Dl\IfI~'" ~""'_I~~~:J Ii: 'q: ~ it\ ~; ~~ ~: UQ ~.. ~ ~ .: Q ~ ~. %8 gO ~i ~ ~ ~ ~" ~ tJ:: .q c: ~ ~ ~ i ~ -i .~ ~" ~'~:i ~ 0 ~ ~< ~; :;; C" _. <0 j: 0 '~;;e~~ i: wO i'" ::: ~~ ~~ ~8 8: 8~ ~o i 8 ~ . ~"'; tl; Q. II~~ ~i, ~' I! I: i !I I': Ii : I i , , , , ' ! ^ -- i /\ --~, . , , '\ I I i i. , , rill IlX/Il/OI ~~IO-J'-DI\JO'l~puo __].....~I""'~~\',l - LC1 e.. :a II -' t,.? :E ~~. l;..:l 0 ':->~l g ~..5 t;"'o.l ~ B't t; 0: KtC 0 ~ ---;;;;r-- ------------~ ~~--- --------- ---,' ----- <'1 , , , , , , , , , , . ;'\: , , , , : \ , , , , :A : , , , , :: ; ~'~* ,1;>.' . .,l " @ib~ ~~~ @~d ii' I J , , , , , , , , , 'I' .--H- -.-t , , , , , , , I ' i; I I-I"------h : -- r I' - ~ I I \ I ... , I I I oj o~< , \ " . I I I !!I I II ..::C \ \ i i li-go1i II II l:l I J I e \ i." , \' , ~ , , i!." I - ---.... ~iiiiii~iiiiliiiiilli~iiiiiiliiiiiiiiii i Ililiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii NO>>dWllWHo:I!iVlIlIllSIllll - 8 eB.~!' . . P '. I~!i!j~ It ~.~ '~ Oi ~. I. .j !- lil~il: . I;~ I!II i~ ~ .5Ie~I'~ .:1 R~,f m~~ i _j.~~ gp.1 .~I~ .oj . i I I ! ~i I! \ , " G G , , \ I " i i i ~ !~ i i ~ I n I;;;;n ~. fill.....] D II ".r'.' .,-,;. 'c, -::} :~~- ~~~>; ~ ,,,,1 I i ~ I ~ ." , .. ! u I I s i j l!iM ;Il;~i .~I~~~ !~!il' II Ii; !ili!l: ~ !11!lli , , ) ! It )I i . I. i . ! ..-/ ,,..---------- ---:C~I Ur....- I . I '1 I ~~ I i! 1----- ...~ I t !~J ~ -:,- :::'::::,:-,7 '3 )Jb : ' -" .,'" ! I, <- I' . ~ i : l : . m ;~; !I I ' '\ ~h ~ ! . . ~zw , , ' " , ,. " ,. I' I .._--------"---~ , , , , , , , , , , , , I ;::;:t .~ .~ ~'3 . n I ~ . <- . i . , ! . i . -----.---.--.---.---.:-..- p ~~ " Ii: B :f\ ~ - . Iii '-~ ." e . I~n ~ . -, ~i E. " .~ .,~ = .g -_.:~ ~ ~ ;,~;:; ~ -;;j 0; rJJ t; 0: (QeOul .d ,. <EI ~ ) n ~~ o ' --........... .. n , 8 ~ . .. I U .". c:: c: ~ '" - .,,:" _ ", ;;: 0"- J: N ~ "" . ~ I! In ~hi! 8 ~ ) 1 ". j ) n. d Ii - ) ~ ~ -c . · y--'~ \...,~ (Ixl i ) ~;I ~~ ~ i!~II; . " lIl'Il iIlI/lt/ol ~1lH\loIAI6I\I.,~,.~_~~~~;j I I I I I I I I I I I I I I I . . iSI ~I; ) I. . ~ il !~ ;l .. ~ ~ ~~ p. _ ~ ~~r, =- 1ii ~~~~ ~ ~t;~ gO III c:i "" co c ~ C'..: 1: .-;;- a.. "1; 0 '1' ... C" ...... ';~ C'\J _ !..U...... fa.. ~ <=> - -, 8 "i' ..., . 0: ~ < o ". ~~ ~: w~ ~... ~~ r ~~ ~ ~ '!: 0 ~ u :. U B.. "i ffi" o 0_ " ~- '!; o. :;{ ". I. f p II~I!I lib !;')l Dlhl,. ~-IIJWol-tl,.~oIJI\Irl"-""oo:oM1""_l~~~j I ~ I I .- . ~ ~ 1;1 "h I~~i I !"!i "ii i'~ .h ~R~ -rr-rI--r- II I I , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , " B I I I 81-" ft "~ ! ~ } !~I ~, .Z! ~I .... ~il ,it ~ ~ i! :s fJ ~ ~ F-;J:: ~ i~ ~ a; [i} w n: !TIt C W C; I ~ e I I I i ! . '" i u ~ . I ~i j~ j. co co I I i I. I~I t i "~ !II d ;~ ;.. :;:, . o ~: ~ ~ ~: WlI:: ~.... ~~ ~ ~ ud ~ = ~ ~ ,,~ o ~ ~" ~~ B: ~ i :Ii ~ u . 3.... ~ B~ J . ~i il If J! 11,.,=' m, IRI CIIlJ\IlftI ~~'lQIll-n-~a\I'l~p" ~-"~-'-~'J a ~ I ! i i! I~i ~ I "! '1'1 "gL.< I.:. hi h ., , , , , l-~-- , , , : I : " , o I : l i~11 \ \ 1 mil i e~11 i ! I.!~ I j ~ l , , , , , , , , " , " , " , " , " , ~ ~ ~ C'..: ,- '- Co ~~m ~ :!U ,">oJ l!:': l\.;; ~ ~ . I 8 I . . i ;. ~ ~ . . . g~ ;1 ~ I I :'g~ 5 iI:1: : ;',;1:: : -It ,I I I l!s ,I I I Ii II I I 'B ,I I I ! ~Itio:: ~ : t ledl: I I II i J I " , , .: I . I I q. 1;1 p z~ !I'I ;! .h I B i . I, i ~~, .' !. ~~;; !, ~~ ~I'R~ '" a ..~ .I. ; I bl !:! !j; I , , ;', I \ I \ Ip i; 1;1 ,I -. ,~ .'. ~. ~II lii'lJ.. .. .I. : \:!, ~ ~I I I . ~ ~ I. 1;1 " . I .!. f ::.. a' ~ fA Ii- Z ;,l ,~ J. "" '" co ft ~ I r::~;: ~ 1~ ~ [1,IJJ] t; a: fftecu.! 6 " I -Iii t, i~ c c . wii: ... ~~ r ~! ~ ~ ~~ 8: !!l ~ ffi. ~ I g ~ ~..O I 341 e. . . ! 1111 B ghil i i ! II ~ g ~~I . . ~, H Iq7~ul ; do =ili !:!I g lttl lIlIIUtt/Ol ~..gp:az-1QOI.I-11.~m\1fI~" ~"""~~\foIP!_Jl{.1a ?; c-..; 1- .-;:- .... ~~~ ,:;: C'...: Po. ]J ~. lI-- "" - -, g "' . z ~ . p ~ g I; L i r il'.:~ I ~ g ~~. !h ~, !~! I;h ~i ;11 :.; ,~" ,~ I I I .' ! I .~ II Ii I; ~t~, :l; F? c::~ ~ ~~ i y.....r.n wgffi ~ d - c: co 110 '" \:: -~ c ~ ~ !.:.i 'P ~i3 ~ ~- ll..o .-< .-< :1 II :.;; " ~X F. t ~~~. ',> .'i....:- I ~. '. ,'" :~ ! ..... '.., ::..~ ';; S ;"~ . n 16 " II I _,.lo i<} . l( ~ ~ !!j 1\ I: w'" " >9 . aci ~~ ~ ~ .: ,," "a '" 8 '. :; $ ~. 8:1 ~~ L. ,:;f) lJ . J ~l '-, ~ II. S IMI ", i '.:; " I q I~' I _I ~ .~! .~ · I .~ !il .~ g. . II ;1. .1 . , , I r-1 lii : ! : IS'II ~ ~'lQ.IlI-n.~~Dl\II1"''' ~"""I"'!'"'"I~""""')\;J ~..,.Y". .' '-1'-" ~~'b II I i It ~ . .--------- - . Iii i: I~I ~ I -" >1 . . . !~. ? !J \.0 L ~ b11il ,,' . ; - . j'!;;;'if~i'i~~W{ir'~~~ \)~/U:J:.~f~~Z!~!';.~.;'<Y.z':;,?, · . ~ . i I i I i s -'1 d ~! i~1 . f -I "; .. ..,. ~ I ! ;1 ; . ;t.)". .g-:II ~.., ~ t.;. Si! t I.D t:.;:;:, ~ ~ I !i 6 t':-'....,. S =.. ij!J~Ij., j,~ ~~ I,d h. illj- ! i-i ill ~ "~ ! H ' ~~ ~~!it~!~~ !l~ I ~ II i j ~:I !.! i:eli!!9i- ',;,1:1 !ihi1i ;~Ii hi! !llhl"I;! Ill; ! ~ ~ .. III ~ ~1"';I!i.1 jls "'~' 'ri 11'1 1IIIi I Iii I i I I -" ~ ~ ~,~~! 1~1~!~~IIf.i. ~i llhl;llf II Ii !II;I;I~!III JI.I .Iii" ~II. ~:III:JIJII !! !III .:1 ~I ~ II i Illlll ~ ~ ~ ; . . . I Hi I !. 8" g~ !~ ~. ", ,1l5I ~ u .; lvll T :::', 'I!::l ll! !~ . I , , , ....... ~ -'<I IJI i S ~bi! , , I' 5 ~ I l I l I' Ii I .. ! I l I H , 5 5 5 I I , H B ~ ! ! ! ! i . . ~ I :i " 18 I ; f :! . ~ ;'1 . I' In ~ i "1 II, I II II li'l~ IH I x I I I I I I I 5 ! l I I 5 5 I 5 5 5 5 ~ ~ ~ ~ ;; :l i ! :. :.~Ii 1;11 II Ii II I! II 'I 'I 'I I j j j j .:> iif '.\ ,. \ UI',II I!lhil !!E!I!: l;i!~:!1 1,11'ldll' I 1111' IIIQ!! !! '11'1111 ,1!li'b! 1'1;19D 11:IiII.i . !. . i ~ !. i Ml Dlrhl/lll ~1l-J\.,...m\Jol~~"'!"'"'I'J""'_l~~\=J . ~ I ~ I , ~ ~ ~ ! e ,~ co i' co ~H' ~ I ~- -- e- I. ~ rg. ~1 J;! . I~ ~~ ~ f:' --+ ~ U Ii :!l. "" ~; II ;:; Ih: i~' ~I 1-r ~ .J i ii E~ ~I' ~~ ," !: :; ~ i , Iii :. li ~i 11''' ~. i FTj g <r. = ~..:' c...: a :i rjJ:~ ~ _a:: g I- rFI M'<l q ~. ri"J' '-' au .. of" ~~ ~ !; ii '\0 . . ,,, 'i' I. -i: >-, . '" t< ~ Ii! ~ !!:. < 0 "' ~ ~ ~ ~ ~9 ~... !:iu. 0:. fd 0" ~ =: ~ ~ < ~ ~;; ~. Sa! 8"' ,,~ ffi: o - ~ ~ g: ~ tit '. . .QI ..... i Rill. mg , I -...., II Ii . i i ~ " K';l 1\W!ll/al ....I-i1l:lJl~I-~4l\lIl....,..~...,!ll!MJ..~~ o d I~ . . .:l 0 :g . n; ,.- - . \,.,...: = ';5 ", 11 t.:'.~ = ~:g ~ 15 I 11 [<'f: - ~ -I ~, <:""" C " h'lt; '" 0; ! I r ~o w d Ii ~ ~ I, c- ! =?I C"- u \ " '" I< , ~ .", c, ~<( ~; 00 ~1 '" <Q ~~ 'il N e ~~ "" - t;. co ~g o. <.) . ~; ~ ~ - ~o ~ J ~~ ~8 t ",. o~ ~~ <.) '" ~ u ~i""; . 'I ~ ~. E.I .. l III f lI'i' d ;II; I . I ~ I ... ~" il~ ..\. ~ i z 'j~ 0 . ~ ~ , -' ~ , ~~ , , -..-...;.. , w !i hi . .. ~ . g; i~ ~$ ~ f~! <I !:i ~ , .I~ :: .. ",', ... " ,. . " ~ I ~ , . m j. ; :< t ~ 6 z \:J) 1$';1 ICIR/Jl/Ol "I-smllIOGlll''lSI~~~'' oo:-Iq......-"l.~.....~';J 1m ~llto "t~7JIfMI..tl-'~m\Jl\~'" ~""""""I~_\"'\:J iR c . l!l = :E r.;" ~ = ,i!2 i <> ,~ Cl .. ~ <-= - ~ rr,g ~ 9 .... ri. , RrJl <.:> "" 'rfi <:> ai d a d ; I In,li ! I; e I i II i I ~ i ~ i,HII !@!!B , II ------~<:~'-: , ' , ' , ' il! , , , , : \ , , , , , , IA : , , , , , , , , , ii' I i I I 01 Ii: , , , , , 'I' ---',' --:i-: , , , , , , Ill: \ : ! I 1[1 i , ' , \ 1 \ I , " , I " , 'I " I I II I ' " , " , " , " , '\" , '\ " , " I ' " , " P' \ \/ Lg U_:':_. ~-.. ,\.. \, ,.',' \ ", .;;..,'-....-- -~, . \ ......~- .;~ \, - !'. ~~:' I' ~~2 \ I . Iii; C - i \ I , L , \ J , I , , I , , \ , , \ , , \ ~i ~ \H: ~~~ g: wo:: ~... ~~ t:", Go ~: B .: "", ~. 20 ~ u ~ ~ ~ ~ ~ s: if') I . .' J .!:'"I . ~l I. h IMI 1IJ.; I - co c:. ,~ ('...: '1 ~ ~ ".:ij r\J t:' ~;; - -, - ~ . . I I i I i i I i I I' I I . . ! ~~~~:::\ ---- I! , (\ , lib il dll;'I! dl"II. l!ill;~11 'I :11; 111;15111' I ~'III' lil1i ,I! 1'1::11;; 1!'lli;l; 'I!III'I; H Ii I.i \, \ , i' , " e e . !" ,. I ' !. I , , \ . 1AI11ll/l1h11ont\j'DlDmllClS.)-II-'\l-'.IDG\I<I~"'~"'--"I~--\"P1\'J '!l. ... ~t J52 f $I!: , i'l! '; I" I i 'i . II t i ~d~ ji il! Iii ' . 11 I ~ I! ~'I is! - i.:. ~U ~ ~ H ! ~ ~ t ~ r IPI ~ ~ l~ ~ II i! ~n oil _~, H I ~!II~~ tl,q '~~I~ ~~i~l UUII !ii I i --Ii I' I ; 'I i=!ll !il; ill.1 I,' 'ii '.1111, 111'1'.ii IIi .1 Illi! h. 'i" " I I' i! 'I Il~ ~'i ~ il!i ,!!~ ili Ilii ,111111 i!!il i!~ il; ! iji,~ iiiil !ilii!!ii iiill!! lliii i!~ Hi! !I il il,l il ,!uII!! i i H ,ill Iii ,'I ,e II ; ,.1" ,Ii ,". . ." 'I'." 111""111 '.1~91Ij 11'11 ,'5 15'. I, '" , " III ,II ~ ~ ~ . ~I!. "I i~. ~!~ ~II _= ~9 i~ ~!i ~ii~ I .!~i ~ ~~I ~~~1~i ~ =s!1 I; ~ J ~ft! ~iia =1 ~I ;~ ~! i f ~r! ~ ~ ~ : 20 ::. u :5 ~ 8. ! 2! ~ 0:'" ~Jhi ~ I ~ ~ 'WI~ IliDi 11111:11 ~i; ~i ~:~I'i~ iibj!~ ~ml:! 1.1'li~ii I h~;~ ;; .i !i~ Ii ~I~ !~! ~I~ i -D. r. i i! ~ ~ - . !~I { ~:" I! I i ~~ r~r .. ~ ~i ~ l.rL : i !if .., i ;;1(g ~:3 .- SiSS .~ !~ ~:~ .i~~ ~~;i n o'J ~~I .5i. == ~h ~~'l ~~ a~y g ~!: ~"- . J II I .ii~. c:- j e;i 4ol!>. r~ "~ ...... ~ .1. lill ' ~ ~ i' ~ ~ ,~ I. i. . II 11 ~ ~II' I In III 11'1 s ' I ~. I J1i ~..ei;i ~ ! . a: i ~ jii;;'I' =1:: i i :; :fi I~ I !I I fi~;i. ~iifS i : II !II b . 1111'10 dill I ! ~I Ii ;. ii~' 'id ; II jU !i~ l m~; I.m i In; I ~, I ~I f' i i i ni Ii I~' ~H II ~~!l ",," l~ ,,1 el,] (;! "\ '"" ;:::~ II ~ 1 ;,! \~ 00'; "'.' i- ~ I . ~~~ ~) I II - I ~ I . 0-1 .. ~ I : ~ ~ ... ~! . . I Ii .p IMI lU., - I I Inl 1lII2tIl/ll ~W~'I'~illD\I"l~" "'I''''''l....--..pII.-o)''""'''.,..~:J I <El I - _lIl,' --------- --------'<"1 , , , , , , , , , , , , ili , , : ! , , , , Ij: , , , , , , , , , , , , i/U , , , , , , , , , , -_.~ , , , , , , , , , , :1 ! , , :1 , , , , , , , , , , , II , , , , , , '\ , , , , , , , , : :~' , , \ v' -g ,I, . , , "......~..:::.::.....-:..,~- -...~__ I. -===I I , , \ r.j~ 5 >3 ------------- -~~~~ ~ ~t; ~o '0 E c, is '!! ~ 0; W ri . ~ . . ! N a- {, 9 I Zz ~ ji! , Iii II t I. ~. - = c C~ .., C'~: ~ - ::'~ '" ",' '" .~ N C !.!J !.\. <=> - ~ ~ : . - ~~ L ~: ~; " u o' ~ 0 OSi+S'ar Ii .p 11,1 mil ! ....... ...... , .' ...... '. " '. ;=;---- ... , ....., ~=------; ... , ...,.. ----- ...,.. OSi-GOt ...... ) I , , , I . I I, , , , I . , ^ , " . , I \ \ e , , . . . I I I . \ I . I , , , I I , \ . , , ID'Il iG/IJL/IJ 6orsloaI-N]ISllHl~~4Nrl""""" ~_~ la1M],--,_\,lIIoJ\'J f:~ilIN\c.a.:l'-Ooll",__ ...,.,lII\I1'-l\C-lI-...EJIIlHS-1-"l II/lf/2DllI 15:21 II ~ml li'l il- l I : I>'" . iV' ~ ~ : ~ ~ 8 ...:zr P,lii ,. 0 8> n e z .. ~ Cia ~ ~ ~ ~ : ~ ~ ~ "~ ~ i\i ~; l~1 <? ! l:: . L . , , ; , . , , i , i , . , . , i . , . , . , . . ~ . . . . . . . . . II ~ " 2" · ~. i;:~ 'n .!. -, . , , . , ~ . ~ i " " ~ ~r\ ~ <=> "" ;J '" IY< rn ;,,, '" r '" ~ ; l " -- :::; ~ om '" Q \!J -=> ,-:j '" [;> p ;lliI rn 0 :'ll nffi '" .....ft c ~ ~J "- C' '" C;;" i Q) i . , . , i i . . . ~ , . , i , . ~ , . , ;; . . . , . . + . . . . . . . . . i . . , '~~OIIMI~"",,"'IwlioII#ID~C-....sttIllIG.~ IlVIl/KIIt 11:21 I I'tm I ='11 I f r . ~. i" ....... I ~~ ~~ : ~ ~~ a -. ~ :;! ~ J~ .~ 8~ "" ~~ ~~ l6" ";l ~ o 'l B ~ z ~ o. , . ~ ~ , i , i II , i , . , , . , . . . B . 8 . . . , . ~I i ~~ - s~ ; t:i!j ~ . r, c1mR j p! ? ~ ~ l () l>> p rn :D ~ =- ~ ~ ~ ~ , i , i I . i i ii Ii ~ ~ :=~ ..] ;"'U [!j: ," 2. ~ .... .::..- ~ ;-..1 ~ c;Jl) 2!P!1 illiY ~ r;t'.~ g [~ ~ .", '" ~ , . ~ ~ " , ii , i , i ~ , ii , , , , . , . 5 . B . . . . . i i i ; , ~ ~ ij , i , i ~ , i , . , . , . , . " ! I . . . . . . . . ii ii Ii . "'~ 33>330 Department of Environmental Protection South District Jeb Bush P.O. Box 2549 . David B. Struhs Govemor Fort Myers. Florida 33902-2549 Secretary SUBMERGED LANDS AND ENVIRONMENTAL RESOURCE PROGRAM ENVIRONMENTAL RESOURCE PERMIT CERTIFIED MAIL NO. 7001 2510 0001 48029752 RETURN RECEIPT REQUESTED PERMITTEE/AUTHORIZED ENTITY: Collier County Airport Authority 2003 Mainsail Drive Naples, FL 34114 Permit! Authorization Number: 11-0129042-002 Date ofIssue: June 26, 2003 Expiration Date of Construction Phase: June 26, 2013 County: Collier Project: To expand an existing airport This permit is issued under the authority of Part IV of Chapter 373, Florida Statutes (F.S.), and Title 62, Florida Administrative Code (F.A.C.). The activity is not exempt from the requirement to obtain an Environmental Resource Permit. Pursuant to Operating Agreements executed between the Department and the water management districts, as referenced in Chapter 62- 113, F.A.C., the Department is responsible for reviewing and taking [mal agency action on this activity. This permit also constitutes a finding of consistency with Florida's Coastal Zone Management Program, as required by Section 307 of the Coastal Management Act. This pennit also constitutes certification compliance with water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. Please be advised that this permit does not constitute the issuance of a NPDES Stormwater . Permit or acceptance of an NPDES Stormwater Pollution Prevention Plan. For additional information regarding this matter please contact Department personnel in Tallahassee at (850) 245- 7521 or toll free at (866) 336-6312. The Title and Land Records Section, Department of Environmental Protection, has reviewed the location of the proposed project as described in the above referenced application and has . "More Protection. Less Process" Printed on recycled paper. .. Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 2 ofl1 determined that the project, as described, does not involve the use of sovereign submerged lands. Accordingly, no further authorization will be required from the Submerged Lands and Environmental Resources Program, designated agent to the Board of Trustees of the Internal Improvement Trust Frmd, pursuant to Chapter 253.77, F.S. This permit constitutes a determination, pursuant to Section 380.065l(3)(e), F.S., that the facility is located so that it will not adversely impact Outstanding Florida Waters or Class II waters, and will not contribute to boat traffic in a manner that will adversely impact the manatee. A copy of this authorization also has been sent to the U.S. Army Corps of Engirieers (USACOE) for review, The USACOE may require a separate permit. Failure to obtain this authorization prior to construction could subject you to enforcement action by the USACOE. You are hereby advised that authorizations also may be required by other federal, state and local entities. This authorization does not relieve you from the requirements to obtain all other required permits and authorizations. The above named Permittee is hereby authorized to construct the work shown on the application and approved drawing(s), plans and other documents attached hereto or on file with the Department and made a part hereof.. This permit issnbjectto.the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the attached 19 General and 23 Specific Conditions, which are a binding part of this permit. You are advised to read and rmderstand these drawings and conditions prior to commencing the authorized activities, .and to ensure the work is conducted in conformance with all the terms, conditions and drawings. If you are utilizing a contractor, the contractor also should read and rmderstand these drawings and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grormds for revocation of the permit and appropriate enforcement action, Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and with the general and specific conditions of this permit/certification/authorization, as specifically described below. ACTIVITY DESCRIPTION: The permit authorizes the disturbance of approximately 35.6010 acres of wetlands and other surface waters within wetlands and other surface waters. These impacts include filling 13.05010 acres offorested saltwater wetlands, 12.37010 acres of herbaceous, disturbed wetlands, 2.4010 acres of wetland secondary impacts, and 7.78010 acres of other surface waters including ditches and borrow areas, The stormwater portion of the project is to construct a stormwater management system (system) to serve 52.4 acres of the total upland area of approximately 58,6 acres, There are six drainage basins designated DAl through DA6, which contribute stormwater runoffto the proposed system. A seventh basin (DA7), which serves the existing terminal area and associated parking, has historically discharged stormwater runoff off site and does not contribute to the system permitted herein. The basin bormdaries are as shown on the permit drawings, Treatment for stormwater L i Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 3 of 11 runoff from basins DAI through DA5 will be provided by dry detention before discharging through one of three outfall control structures, each with its own spreader swale. Treatment for stormwater runoff from basin DA6 (east of the existing airport runway) will be provided by dry retention with any runoff volume in excess of the required treatment volume discharging by sheetflow to the receiving body. ACTIVITY LOCATION: Located at 2003 Mainsail Drive, Naples, FL 34114, Collier County, Section 25, 26, 35 and 36, Township 51 South, Range 26 East, Rookery Bay Aquatic Preserve, Class IT Waters. GENERAL CONDITIONS: I. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit and a violation of Part Four of Chapter 373, Florida Statutes (F.S.). '.. .2, This permitor a copy.thereof,.complete with all .conditions, attachments, exhibits, and modifications shall be kept at the work site of the permitted activity. The complete permit shall be available for review at the work site upon request by the Department staff. The permittee shall "equire the contractor to review the complete permit prior to commencement of the activity . authorized by this permit. 3. Activities approved by this permit shall be conducted in a manner which does not cause violations of state water quality standards, The permittee shall implement best management practices for erosion and pollution control to prevent violations of state water quality standards. Temporary erosion control shall be implemented prior to and during construction, and permanent control measures shall be completed within seven (7) days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibiIityoftransfening suspended solids into the receiving waterbody exists due to the permitted work. Turbidity barriers shall remain in place at all locations until construction is completed and soils are stabilized and vegetation has been established. AIl practices shall be in accordance with the guidelines and specifications described in Chapter Six of the Florida Land Development Manual; A Guide to Sound Land and Water Management (Department of Environmental Regulation, 1988), unless a project-specific erosion and sediment control plan is approved as part of the permit, Thereafter the permittee shall be responsible for the removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 4. The permittee shall notifY the Department of the anticipated construction start date within thirty (30) days of the date that this permit is issued. At least forty-eight (48) hours prior to commencement of the activity authorized by this permit, the permittee shall submit to the Department an "Environmental Resource Permit Construction Commencement" notice (Form No, 62-343.900(3), Florida Administrative Code (FAC.)) indicating the actual start date and expected completion date. ~ .~ i1 * ~ Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 4 of 11 5. When the duration of construction will exceed one year, the permittee shall submit construction status reports to the Department on an annual basis utilizing an "Annual Status Report Form" (Form No, 62-343.900(4), F.A.C.). Status Report Forms shall be submitted the following June of each year. 6, Within thirty (30) days after completion of construction of the permitted activity, the permittee shall submit a written statement of completion lI1ld certification by a registered . professional engineer or other appropriate individual as authorized by law utilizing the supplied "Environmental Resource Permit As-Built Certification by a Registered Professional" (Form No. 62-343.900(5), F.A.C.). The Statement of completion and certification shall be based on on-site observation of construction or review of as-built drawings for the purpose of determining if the work was completed in compliance with peimitted plans and specifications, This submittal shall serve to notify the Department that the system is ready for inspection. Additionally, if deviations from the approved drawings are discovered during the certification process, the certification must be accompanied by a copy of the approved permit drawings with deviations note. Both the original and revised specifications must be clearly shown. The plans must be clearly labeled as "as-built" or "record" drawing, All surveyed dimensions and elevations shall be certified by a registered surveyor, 7. The operation phase of this permit shall not become effective: until the permittee has ,;complied with the requirements of condition number six (6) above, has submitted a "Request for Transfer of Environmental Resource Permit Construction Phase to Operation Phase" (Form . ;62-343,900(7), F.A.C.); the Department determines the system to be in compliance with the permitted plans and specifications; and the entitY approved by the Department in accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit Applications Within the South Florida Water Management District--August 1995, accepts responsibility for operation and maintenance of the system. The permit shall not be transferred to such approved operation and maintenance entity until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the Department, the permittee shall initiate transfer of permit to the approved responsible operation entity if different from the . permittee. Until the permit is transferred pursuant to Section 62-343.11 O( 1)( d), F .A, C" the permittee shall be liable for compliance with the terms of the permit. 8. Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure located within the area served by that portion or phase of the system, Each phase or independent portion of the system must by completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the phase or portion of the system to a local government or other responsible entity. '. '.:' e; *' 9. For those systems that will be operated or maintained by an entity that will require an easement or deed restriction in order to enable that entity to operate or maintain the system in conformance with this permit, such easement or deed restriction must be recorded in the public records and submitted to the Department along with any other final operation and maintenance r; i 1 , ~ ~ C'; 1 ,. Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 5 of 11 documents required by Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource . Permit Applications Within the South Florida Water Management District--August 1995, prior to lot or unit sales or prior to the completion of the system, whichever occurs first. Other documents concerning the establishment and authority of the operation entity must be filed with the Secretary of State where appropriate. For those systems which are proposed to be maintained by the county or municipal entities, final operation and maintenance documents must be received by the Department when maintenance and operation of the system is accepted by the local government entity. Failure to submit the appropriate final documents will result in the permittee remaining liable for carrying out maintenance and operation of the permitted system and any other permit conditions, 10. Should any other regulatory agency require changes to the permitted system, the permittee shall notify the Department in writing of the changes prior to implementation so that a determination can be made whether a permit modification is required. II. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit, This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance' upon or activities on property which is not. owned or controlled by the permittee, or convey any rights or privileges' other than those specified in the permit and Chapter 40E-4 or Chapter 40E-40, F.A.C. 12. The permittee is hereby advised that Section 253. 77,F,S; states that a person may not :.comn1ence any excavation, construction, or other activity involving the use of sovereign or other lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required lease, license, easement, or other form of consent authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorization from the Board of Trustees prior to commencing activity on sovereiguty lands or other state owned lands. ]3, The permittee is advised that the rules of the South Florida Water Management District require the permittee to obtain a water use permit from the South Florida Water Management District prior to construction dewatering, unless the work qualifies for a general permit pursuant to subsection 40E-20.302(4), F.A.C., also known as the "No Notice" rule. 14. The permittee shall hold and save the Department harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any system authorized by this permit, IS. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Section' 373.421(2). F.S., provides otherwise. . , ,);. ). '~ ij ; ~ f) ~ Permittee: Collier County Airport Authority PennitNo.11-0129042-002 Page 6 of11 16. The permittee shall notify the Department in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of a permitted system or the real property on which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of Section 62-343.130, F.A.C. The permittee transferring the permit shall remain liable for corrective actions that may be required as a result of any violations prior to the sale, conveyance or other transfer of the system. 17, Upon reasonable notice to the permittee, Department authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with the plans and specifications approved by the permit. 18. If historical or archaeological artifacts are discovered at any time on the proj ect site, the permittee shall immediately notify the appropriate Department office. . 19. The permittee shall immediately notify the Department in writing of any previously submitted information that is later discovered to be inaccurate. SPECIFIC CONDITIONS: Construction 1. Deposition of fill shall be completed in those areas adjacent to crocodile inhabited areas immediately after nesting season to allow the crocodiles to become accustomed to the change prior .to the .next nesting season. No construction activities shall take place in or adjacent to crocodile inhabited area between the months of March and September, or whenever active crocodile nesting occurs. Precautions shall be taken to avoid all crocodilelhuman interactions. .. 2. Staked filter cloth shall be positioned at the edge of the permitted fill slopes in order to contain turbid run-off and erosion prior to commencement of construction, This filter cloth shall be maintained in place until all slopes are completely stabilized by sod, seed or affirmative plantings, 3. All slopes/areas disturbed by construction shall be sodded or otherwise stabilized as necessary to prevent erosion, siltation and turbid discharges in the surrounding wetlands. 4, The limits of fill shall be clearly flagged to ensure no inadvertent impacts occur to waters of the State and wetlands pursuant to 62-340 Florida Administrative Code (F AC) other than what is authorized in this permit. All construction activities shall be confmed to the permitted limits of fill. Any incidental filling or impacting of wetlands beyond the . limits of construction for this authorization are not permitted. Those portions of the applicant's property that are wetlands as defined in Chapter 62-340 F AC, and not subject to permanent impacts authorized by this permit shall be left in their natural state. These areas shall not be used for parking, equipment storage, construction corridors, building supply storage or as a staging area for construction. These areas shall not be filled, sodded, or cleared without prior written consent from the Department in the form of an Environmental Resource Permit or a modification of this permit. These areas shall be kept free and clear of manmade trash and debris in perpetuity. .. '" ~ .~ .~ 'i' ili ~ % -2 '1 ';! J "'1 -'< Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 7 of 11 5, All activities authoriz.ed by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit and a violation of Part Four of Chapter 373, Florida Statutes (F.S.). Mitigation 6. The permittee shall donate/convey to the State of Florida the land shown on Figure 6 (attached) the 26.04 acres ofIand. This shall be accomplished within 270 days of issuance of this permit. The Department may extend this time in writing provided sufficient cause is shown in the submitted "Land Conveyance Status Reports" as noted in the Monitoring Section of this permit without a formal modification to this permit. 7. Prior to utilization of those areas authorized by this permit, the permittee shall mitigate for the approximate 35.6 acres of permanent wetland impact by implementing the attached "Marco Island Executive Airport Trash Road (West) Mitigation Area Wetland MitigationIMonitoring Plan" (plan) in Rookery Bay National Estuarine Research Reserve (RBNERR), Collier County, The permittee shall submit to the Florida Department of Environmimtal Protection, South District Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902-2549 progress reports, every 6 months, starting from the issuance date of this permit. The reports shall contain information, including but notIimited to, the following: (1) a label indicating: "Progress . ,Report for the implementation of the Marco Island Executive Airport Trash Road (West) Mitigation 'Area Wetland Mitigation/Monitoring Plan, FDEP Permit No, 11-0129402-002" and (2) a statement indicating the current status and expected completion date. Implementation is defined as completing all enhancement and restoration work. It shall not include the monitoring provision of the Plan. Monitoring 8. The permittee shall monitor the mitigation site by implementing the attached Plan in RBNERR, Collier County. 9. The permittee shall monitor/evaluate adjacent mangrove wetlands before and after surcharging to detect any change in adjacent elevations (as referenced to NGVD). The results of the monitoring shall be submitted to the Florida Department of Environmental Protection, South District Office, SLERP Compliance and Enforcement Section, P,O, Box 2549, Fort Myers, FL 33902-2549 within 30 days of completion of surcharging, The reports shall contain information, including but not limited to, the following: (1) a label indicating: "Monitoring/Evaluation Report for Surcharging Operation for the Marco Island Executive Airport, FDEP Permit No. 11-0129402- 002"; (2) a plan view drawing of the Marco Island Executive Airport with elevations, as referenced above, noted (before and after surcharging operations); (3) a statement indicating the change in elevation (if applicable) and square footage of the area(s) that were impacted; and (4) if the results of the monitoring show a significant increase in elevation, as determined by the Department, that could potentially result in adverse impacts, the permittee shall submit a plan ':; '" 'a ~ :t ~ 1 1 :1 a. j![ ci ~ "i ." ri ,~j Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 8 ofll acceptable to the Department to mitigate for those impacts and to ensure the area(s) are kept free of noxious/invasive exotic vegetation as listed by the most recent list of the Florida Exotic Pest Plant Council within 90 days of notification. lQ. The permittee shall submit to the Department, every 60 days aftertheissuance of this permit, a Land Conveyance Status Reports.that indicates the status of the conveyance of the 26.04 acres of land as noted in Figure 6 (attached). The reports shall contain information, including but not limited to, the following: (1) a label indicating: "Land Conveyance Status Report for the Marco Island Executive Airport, FDEP Permit No. 11-0129402-002" and (2) a statement indicating the status of the conveyance and the expected conveyance sate. These reports shall continue until the land is fully conveyed to the State and shall be submitted to the Florida Department of Environmental Protection, South District Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902-2549, STORMWATER: 11. Stormwater Treatment Facilities (Basins DAl through DA5): a. Detention Area: Bottom Elevation Minimum Side Slopes Bottom/Slopes/Berms 3.50 Feet, NGVD 4:1 Sod or Seed and Mulch b. Outfall (Discharge) Control Structures (3 each): FDOT Structure Type: Type "D" Aluminum Baffle Elevations: Varies per structure (see drawings) Grate (Overflow) Elevation: 3.80 Feet, NGVD 3-inch Bleeder Invert Elevation: 2.50 Feet, NGVD Discharge Culvert: 19" x 30" ERCP Invert Elevation: 1.00 Feet, NGVD .c. Spreader Swale: Bottom Elevation: Rip-Rapped Crest - Elevation: Swale Stabilization 1.0 Feet, NGVD 1.5 Feet, NGVD Seed and Mulch (per drawings) Receiving Body: Rookery Bay Aquatic Preserve, a Class II Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. 12. Stormwater Treatment Facility (Basin DA6): a. Retention Area: Bottom Elevation Minimum Side Slopes Bottom/Slopes/Berms 3.50 Feet, NGVD 4:1 Seed and Mulch Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page90fll Receiving Body: Rookery Bay Aquatic Preserve, a Class IT Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. Wet Season Water Table Elevation: 2.5 Feet, NGVD 13. For Basin DAl only, the minimum top of berm will be constructed at Elevation 5.00 Feet, NGVD, and to the section shown in the permit drawings. 14. A stable, permanent and accessible elevation reference (benchmark) shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the statement of completion and certification. The location of the elevation reference must be noted on or with the certification statement, 15. Best management practices for erosion and turbidity control, including, but not limited to, the use of staked hay bales, silt screens, and turbidity curtains shall be used and maintained as necessary at all times during project construction, 16. All areas disturbed by construction shall be sodded or otherwise stabilized within 48 hours of attaining final grades or at any other time as necessary to prevent erosion, siltation and .turbid discharges in violation of State water quality standards in waters of the State. J 7. All detention area bottoms and slopes shall receive full sod as noted on the drawings. All other disturbed areas not receiving sod shall receive seeding and mulching. 18. Specific Condition No.9 of Permit No. 11-0138940-002 (Marco Island Executive Airport T-Hangar) remains in full effect and is incorporated here. SPECIFICALLY, The oil/water separator shall be inspected on a regular basis and the skimmer socks replaced and sediment removed, as necessary. Any evidence of oil in the detention area, outfall structure or spreader swale will require such an inspection and replacement of the skimmer socks. A determination of the source of the oil shall be made and corrected immediately. 19. The removal of the existing outfall control structure and associated spreader swale for the T-Hangar project shall be coordinated with the construction of the proposed system, The culvert from the oil/water separator to the temporary detention area shall be modified so that it properly connects to the proposed DAl detention area. 20. Facilities other than those stated herein shall not be constructed without an approved modification of this permit. 21. As presented in the permit application and supporting documents, the operation and maintenance of the stormwater treatment system shall be the responsibility of Collier County Airport Authority. Therefore, operation and maintenance of the permitted activity shall be the responsibility of Collier County Airport Authority. Permittee: Collier County Airport Authority . Permit No. 11-0129042-002 Page 10 ofll 22. All required submittals, such as certifications, mouitoring reports, notifications, etc., shall be submitted to the Florida Department of Environmental Protection, South District Office, P.O. Box 2549, Fort Myers, FL 33902-2549. AIl submittals shall include the project name and indicated permit number when referring to this project. 23. The project shall comply with applicable State Water Quality standards, namely: 62-302.500 - MinimUin Criteria for All Waters at All Times and All Places; General Criteria. 62-202.550 - Criteria - Class II Waters. Executed in Fort Myers, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION W>V/~ Richard W. Cantrell Director of District Management RWCfLB/CAlca Enclosures II pages attached II drawings attached One (I) reduced (l1"xI7") drawing, Figure 6, which indicates those lands to be conveyed. One (I) reduced (8 Yz"xll") drawing, which indicates the wetland impacts. Four (4) reduced (8 Yz"i<II") drawings, which indicates mitigation areas. Five (5) reduced (l1"xI7") drawings as signed and sealed by David S. Wilkison, P.E., on January 30, 2003. Copies furnished to: CC: U.S. Army Corps of Engineers, Collier County Property Appraiser Florida Fish and Wildlife Conservation Commission Deltona Signatories The Conservancy of Southwest Florida, At1n: Elinor V. Krier, 1450 Merrihue Drive, Naples, FI34102 The National Audubon Society, At1n: Stuart Stahl, 444 Brickell Ave., Ste 850, Miami, FI33131 The Florida Audubon Society, 1331 Palmetto Ave., Ste 110, Winter Park, FI32789 Environmental Defense Fund, At1n: J. Tripp, 257 Park Avenue, South, New York, NY 100 I 0 Izaak Walton Leagne, Florida Division, At1n: J. Green, 700 Biltmore Way, Apt. 407, Coral Gables, F133134 South Florida Water Management District, At1n: Henry Dean, 330 I Gun Club Rd., West Palm Beach, FI 33406 Florida Department of Community Affairs, At1n: Ray Eubanks, 2555 Shumard Oak Blvd., Tallahassee, FI 2399-2100 The Deltona Corporation, At1n: Sharon Hummerhielm, 999 Brickell Ave., Suite 700, Miami, FI 33131 Bd of Co Commissioners, At1n: Honorable Carter, 3301 Tamiami Trail, East, Naples, F134112-4902 ~ ti ;! r. ~ ':.' Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page II of II CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit, including all copies weremailedbeforethecloseofbusinesson9.lJ<.Ll .f.. 0 ,2003, to the above listed persons, FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52(9), F.S., with the designated Department clerk, receipt of which is hereby acknowledged. ~,1.A4fJ~;/ Clerk c;,1..1~/o 3 Date ':1 ii Z '* ~ ~ ~ MARCO ISLAND EXECUTIVE AIRPORT TRASH ROAD (WEST) MITIGATION AREA WETLAND MlTIGATION/MONITORINGI MAINTENANCE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT APPLICATION NO. 11-0129042-002 Revised November 12, 2002 INTRODUCTION The following outlines the wetland mitigation, monitoring, and maintenance plan for the 324.16", acre Trash Road (West) mitigation site located along on the west side of Barefoot Williams Road in Sections 5, 8, and 9, Township 51 South; Range 26 East; Collier County (Figure 1). The expansion of the Marco Island Executive Airport will result in unavoidable wetland impacts to Florida Department of Environmental Protection (FDEP) jurisdictional wetlands. In order to offset these impacts, it is proposed to restore and enhance the Trash Road (West) property located within the Rookery Bay National Estuarine Research Reserve (NERR). The Trash Road (West) mitigation plan includes 7.56", acres of wetland restoration; 213.97", acres of wetland enhancement; 18.96", acres of upland restoration; 20.99", acres of "other surface waters" preserve; 60.45", acres of upland enhancement; backfilling of ditches to restore natural hydrology; and geo-webbing of two sites along the FPL easement road to the southwest of the property. A mitigation plan is provided as Figure 2. These mitigation activities will be completed prior to wetland impacts occurring at the Marco Island Executive Airport. MITIGATION PLAN Exotic Removal and Nuisance'Vegetation Removal The mitigation plan for the Trash Road (West) mitigation site includes enhancing 213.97", acres of wetlands by hand removal of exotics and nuisance vegetation, regrading an existing unimproved road for easier maintenance access and enhancing 60.45", acres of upland preserves by hand removal of exotics and nuisance vegetation. The enhancement will include the removal of exotic and nuisance vegetation from wetland and upland preserves. The exotics to be eradicated include those listed by the Exotic Pest Plant Council (EPPC), which include but are not limited to melaleuca, Brazilian pepper, Australian pine, downy rose-myrtle, primrose willow, old world climbing fern, and cattail. ii: Passarella and AssociatesJ Inc. #99HMA449 Revised 11/12/02 The hand removal of exotic and nuisance vegetation will include one or more of the following methods: (1) cut exotics within 12 inches of ground elevation, hand remove cut vegetation, and treat remaining stump with approved herbicide; (2) girdle standing melaleuca and Australian pine with diameter at breast height (DBH) greater than four inches and apply approved herbicide to cambium; (3) foliar application of approved herbicide to melaleuca (saplings only), Brazilian pepper, Australian pine, downy rose myrtle, and nuisance and exotic vegetation as defined by EPPC; and (4) foliar application of approved herbicide or hand pulling of exotic seedlings and PERMST if RECEIVED 11 0129U42 002 D ~p '..j ;~ {i , ~'! ~ o ~ .?! ~ ~ ., .~ JAN 3 0 2003 lof6 :~ D~EeP~ Pu~t~ C~rcl& i~ t" nuisance vegetation as defined by the FLEPPC. averspray precautions will be taken to protect nearby native vegatation. In areas where the density of melaleuca trees exceeds 50 percent, cuttings will either be removed from the site or stacked in piles at approximately 75 foot intervals. If left on the site, smaller cuttings will be stacked butt end to the ground into a nearly vertical position (i.e., teepee method). Larger cuttings will be cut and stacked side by side into an area approximately six feet on a side. Cuttings will be stacked perpendicular to the previous layer up to a height of approximately four feet (i.e., log cabin method). Cuttings will be stacked in upland areas or in areas where the most disturbance has occurred. Farm Field Wetland and Upland Restoration Farm field restoration will include mechanized land clearing of exotics. Mechanized equipment will be brought in the farm field using the ingress/egress easement road known as "Trash Road". After clearing, the areas designated as wetland restoration will be contoured to match adjacent wetland ground elevations, and areas designated as upland restoration will be graded to match adjacent upland elevations. An as-built survey of the graded site will be performed to ensure the desired elevations have been obtained. After review and approval of the final grades, the area will be planted with native wetland and upland vegetation. The planting of native vegetation will . . be the responsibility of the FDEP NERR. A topographic survey of the contoured wetlands will be provided to the FDEP for review and written approval prior to initiation of planting. Silt fencing will be installed where grading activities are adjacent to native wetland and upland habitats. Table 1 lists the native upland and wetland species to be planted within the restored areas. The planting list provided in Table I is a minimum planting list. Additional native species may be planted after authorization by FDEP. Table 1. Planting List for the Trash Road (West) Mitigation Site Sash ine Wax myrtle Cordgrass Gulfdune paspalum Needlerush Pinus elliottii Myrica ceri era S artina bakeri Paspalum monostachyum Juncus roemerianus 12 in. . '.FI!'fPiJl'i~III't:tej-Jilil:~&1J~'W~lJ!\~a.~hiA'tW. Cladiumjarnaicense 12 in. Pas alum monostachyum 12 in. Pontederia cordata 12 in. Eleocharis interstintca 12 in. Juncus roemerianus 12 in. 4 in. 4 in. 4 in. 4 in. 4 in. Saw grass Gulfdune asp alum Pickerelweed Spikerush Needlerush Passarella and Associates, Inc. #99HMA449 Revised 11/12/02 P!iR~.Il3'f #' 11 0129042 002 D ~p D.EoPe Punta G-ord& :-.'-...~f\ tr;-.. I \L.v~1 <,: l--~ JAN 3 0 2003 10 ft. a.c. 10 ft. a.c. 3 ft. a.c. 3 ft. a.c. 3 ft. a.c. 3 ft. a.c. 3 ft. a.c. 3 ft. a.c. 3 ft. a.c. 3 ft. a.c. 20[6 i~ ~ :R :! 'J ~ . ,ii ,1 ~ '~ .~ 'i 1! ~ .'" :,) ,j l' Table 1. (Continued) '.,"." " >"L,;;{2;'f)>i""[;'~:M~1:~t:\;~,~~~~~...,, , CO'nli~\ii~~mtl<: ,.,~~~~'~;'~~(,ij~H;:~j;f~f#J~~;:J:.;'.;'~~~~r . , '~m;\)lt!'fJt~li~k\g!l1li~~~~~!il,i~r""~J "\:~9.!iiii:Q:~:i Acristichum 12 in. 4 in. danaei olium ~1l}#:tiJ,ig Ji"m:tiDlI .n.......~,.,.... . . ,-.. Pinus elliottii Myrica ceri era Aristida stricta Serenoa repens 10 ft. a.c. 10 ft. a.c. 3 ft. a.c. 5 ft. a.c. Backf"Illing Ditch The ditch backfilling will include the mechanical removal of the existing berm and ditch, as shown on the mitigation plans. The material from the berm will be used to backfill the adj acent ditch. The b= removal and backfilled ditch will be graded to match adjacent wetland and n upland ground elevations. An as-built survey of the graded site will be performed to ensure the desired elevations have been obtained. The backfilled ditch area will be planted per the planting list in Table 1. Geo-Webbing In addition to mitigation work on the Trash Road (West) parcel, three geo-web sections will be constructed within the FPL easement located along the southwest boundary of the property. The construction of the three geo-web sections will re-establish surface water sheet flows in this area. The location and details of the geo-web sections are provided in the mitigation plans. .'$ MITIGATION SUCCESS CRITERIA The mitigation areas shall be considered successful if at the end of five years the wetland enhancement areas contain at least 80 percent cover by desirable obligate and facultative wetland plant species. The wetland and upland areas shall be free from exotic and nuisance vegetation immediately following a maintenance activity and will consist of no more than three percent cover for exotics and nuisance species. Exotic and nuisance vegetation species are identified as those species listed by the EPPC at the time of permit issuance. ,> t' ~j j .t '~ 1 PERMIT #; 11 0129042 002 D Ep. RECEIVED JAN 3 0 2003 D.E.P. Punta Garda i;I , Passarella and Associates, Inc. #99HMA449 Revised 11/12/02 30[6 1 3 '1 " 1 -~ ;; MONITORING RECEIVED JAM 3 0 2003 D.E.P. Puftt~ Gerda Monitoring Methodology The proposed monitoring of the enhanced and restored wetlands and uplands will consist of baseline, time-zero, and annual monitoring of vegetation, wildlife, rainfall, and wetland water levels. Baseline monitoring will document conditions in the project site as they currently exist. Time-zero monitoring will document conditions immediately following wetland and upland enhancement and restoration. The annual reports will document conditions following enhancement and restoration activities and document the extent of success of the project. If needed, the annual reports will identifY specific actions to be taken to improve the conditions within the project area. Sampling transects and methodology for the baseline, time-zero, and annual reports will utilize identical methods of data collection from identical sampling stations. Vegetation Monitoring Wetland and upland vegetation will be monitored prior to and following enhancement and restoration activities. Sampling in wetland and upland areas will involve canopy, sub-canopy, and ground cover stratum along monitoring transects established within the enhancement and restoration areas. Canopy and sub-canopy vegetation species will be monitored within 20 x 50 foot plots established along the monitoring transects. Species richness and visual estimate of percent cover will be calculated for canopy and sub-canopy stratum. To facilitate an intensive, accurate, and repeatable sampling program, the point frame method (Bonham 1989) will be utilized for the ground cover strata. Point frames will be sampled at approximately 25 foot intervals along each monitoring transect. Each point frame consists of 1m square wire grid with 25 cross points. Any plant species directly below a cross point will be recorded, including bare ground. Each cross point represents four percent of the square meter. Water depths will also be recorded at each sampling station. For each sampling station, identified species will be listed and percent cover computed and discussed. l .i.: . t i~ 't ~ ;~ ~J ;, .~ \ Wildlife Monitoring Regular observations of wildlife will be made during the monitoring event by qualified ecologists. Observations will consist of recording evidence and sign of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). '. it Fish and Aquatic Macroinvertebrate Monitoring ; w ,.~ J) i Passarella and Associates, Inc. #99HMA449 Revised 11/12/02 Qualitative sampling of fish and aquatic macroinvertebrates will be conducted using a standard D-frame aquatic dip net, mesh size 1.0 mm. Sampling will be conducted along vegetation monitoring transects with a minimum of 2 cm. standing water. The collector will work the net vigorously within the vegetation, open water, and surficial bottom sediments. Net contents will be placed in a white pan and sorted with forceps. Hard substrate, if any, will also be examined " PERMrr #J 11 0129042 002 D EP, 't.J ;; ;;j 40[6 .~ l' to ~ 21 for the presence of aquatic macroinvertebrates. Sampling will continue until no new species are encountered for ten minutes. Sample size and collection times will not exceed 200 organisms or one hour, respectively. Samples will be preserved in alcohol, returned to the laboratory, and identified to the lowest taxonomic level possible, usually species. When possible, fish will be identified in the field and released. Photographic Documentation Permanent fixed-point photograph stations will be established in the monitored areas providing physical documentation of the condition and appearance of an area, as well as any changes taking place within it. Panorilmic photographs will accompany vegetation data in each report. Locations of photo stations will remain the same throughout the duration of the monitoring program. Rainfall and Staff Gauge Hydrological monitoring for the mitigation area will include the installation of a rain gauge and staff gauges/monitoring wells. Staff gauges/monitoring wells will be read once every two weeks from May through November (i.e., approximate wet season) and once a month during the remainder of the year. Water level data will be included in the annual wetland mitigation monitoring reports. MONITORING REPORTS The permittee will submit annual monitoring reports to the FDEP documenting the success of the mitigation program and general condition of the Trash Road (West) Mitigation area. Within 60 days of permit issuance, the baseline monitoring for the mitigation areas will be submitted to the FDEP. The time-zero monitoring report will be submitted within 60 days of completion of the mitigation activities. Annual monitoring reports will be prepared for a period of five years and will include the following information: . Brief description of mitigation and maintenance work performed since the previous report along with a discussion of any modifications to the mitigation or maintenance program. " % ~ P- o . Brief description of anticipated mitigation and maintenance work to be conducted over the next year. E .; . Results of quantitative vegetation monitoring conducted in the enhanced and restored wetlands and uplands. A list of observed wildlife species. Ii 1 * d ] . Panoramic photographs taken at photo stations within the enhanced and restored wetlands and uplands. ' ~ "i . Staff gauge and available local rainfall data. RECEIVED JAN 3 0 2003 ,~,' '~ .~ Passarella and Associates, Inc. #99HMA449 Revised 11/12/02 , P~RM:rr :;j 11 Ul~9042 002 D EP/ u.E.P. Punta Garda . 50[6 !~ ., " Ifi . ., 'i ~t MAINTENANCE AND LONG-TERM MANAGEMENT Following the completion of the initial exotic removal effort, semi-annual inspections of the mitigation site will occur for the first two years. During these inspections, the enhancement and restoration areas will be traversed by qualified ecologists. Locations of nuisance and/or exotic species will be identified for immediate treatment with an appropriate herbicide. Any additional potential problems will also be noted and corrective actions taken. Once exotic/nuisance species levels have been reduced to acceptable limits (i.e., less than three percent cover), inspections of the mitigation areas will be conducted annually. Maintenance will be conducted in perpetuity to ensure that the enhanced and restored wetlands and uplands are free of exotic vegetation (as currently defined by the EPPC) immediately following maintenance and that exotic and nuisance species will constitute no more than three percent oftotal combined cover. llEFERENCES Bonham, C.D. 1989. Measurements for Terrestrial Vegetation. John Wiley and Sons, New York,. New York. ' , ~; ;J & !PERM3T :{:j 11 012904,2 002 D EPJ RECEIVED JAN 3 0 2003 D.E.P. Puflta Gerda ~ ~ !.\ , ,'~ , ~ Passarella and Associates, Inc. #99HMA449 Revised 11/12/02 60[6 a ; :~ ,0;; "i ii ';!; c ;;:~ n ,~ <+!:.....:........ ~~:ii ~j ifi~E;R~ ~~-,.,ui !e < ',,' I II;: i "_'111'11 Ii. Ill! II ~ "- '" <i ~ , ~ ~ .., w .., ~ < " ~iQ g:1u- w > r i= .e.: G ~ wi' x 0 wi< ~3 j; !!l o u '" ., ::> '" 0; ~ ~ '" "- '" .... A" " ." :i ~~ ~C\.J il= -"3' ~ = g: ,dU!J @:,. _: N c:> c:> il,; ~ ~ ~J . f" ~ . ~~ i ~n. ~i ~ ~i ~ ~~ :n~ ~nHi Of ~~ n ~~ ~~ . ~ @j 11II1 " ~ . ~ ~I::j ~ . ~~ ~." ~ ~ 13~ o . w..:tI lH <s d~ ~~~ ~~~ ~~ ~bi ~a~ .~. ~~~ w=li! l3l2<it !i!t;;~ >-z'" ","-... ...ll!iu ::iD..-' 10' ~~~ ~~ Q~a ~~ ..Jii!3! ~ ~e; ;: . B~O .~M ~." ~. b g~8 ~~~ ~~~~ ~~~ z ~~g ~o~ ~~8~ ~;~ u"" !>;:;:3 f::::;~ ...... :ii!+l-ll........ g~~~~~~~~ ci:~~5!~~ . ~ o 0- .~ ~ !'..!l,] d :::l"'-H ti:.1;!.:l il+t 3: S!3 . , , . ~ ~ ~ci"; o~ d" ~ . ~ffi.ll i1 +I olll ~""~~ If ci ~~ o~ ~~~ " " ,~ ~ 3:fIl;'!; ~'~ <II N '" o -II +.'" V ,~,U ~ ~.LI.. ; d~'.:l . . a~ ~ tI fl it fl a.~H.U 3:<:1: llIO <> ..; . . c:> ~I - 3 0"",,, .l.LgJ fiI i'D Q5 m ~;:; ~ go Eiit... "" " RECEIVED JAN 3 0 2003 D.E.P. po t ion a Gont, .. . ~'. . '. :;::1':::' :', ..:.:......~::..:..:...::. ,';.',. .~. '.' ::::::::....:.<.~.:....:.':. ....... .:.':' .: ....Z ,0:2 0" <L:e ",,0 -~ <(~ ~ ...:! >Z~ _we ~i2 UO~ w~~ Xz~ .........:! ~o oOz z~:l <(ffit ...Ji!j:" !!!ll ~ ol!: Ue ",,0 <(iO '"~ ~ o ~ .... ~ .. ., VJ ., ~ .,~ ~~~ to g>~ ~ o . ~?;: ""~ ~a d~1>> ~:5 '"-'I ~.t: 8~ ~ ~ ~ VJ ~ 0: ' 0; ~.,; .: I~ i~ ~~ Q 0: ... 8~"'~1!!~ N C'l aN . . !tiR ,lie! A...; ~~ l;;i ! N o = f I f f~ I . iHI ~ Ii, in~ I ~ ii; I ~! Wi I r h Ii 3 'q~ '_ . ~I' J ;p~ j!. I ;. gd . i~ ~I~ g L 1- ~i ~~ ~ ~ h it! !~ n d ;~ :: : 111 ~ 0'1 _.1 ~a I :n6:: ~~gl .~ 5 ~; ~b;: : I~~ !!i ~i I i~1 Iu ~~ .I~ I Jd Ji~ n! Ii ~ p. ~ ~ f2 IJJ t1. N -<::- Q; rn Q o 0- N ..-. C) ..-. .,..." -<@~ RECEIVED JAN 3 0 2003 lJ.E '" ~ .., runh r: " .....cro.~ .. . .. ," '" i .. ... i': fI) ~i :q .... 0: o :::w :;;;c 55 2: W ~j > j:Q. i= ~ z :) i= 2 () ::i !< L1J_S! ~ 5i O~~ Z 0" :3 ~ g ","'u - x~ o !:u u'" o:~ <( ::!! ~~ ~- >..i ~ '" ~ &], '.., E-. Ill" ~~ . ........ ~ g~~ Cl)o~ CI),~ 0 -.;....." ",' i1~~ tJ~~ -.;;:l~ '-'1 '?. '-'15<1: ~c.,. ~ {J 5! 0; CI) Q; ~ . i~ ,:! s s ... !i~!i:IS 10 ~ S Ii lio.: . I~I' .~ . ~I~ .., ~!o:: ! z o ~ t9 t::w ::Ef- LLW o (/) f- ::E ..J ! I ! I ! I ! i ! 9... 9.... D.... . ~i ri ~J ~ ~" B 1= i~1 on 1's<'S'l<hhJ I ! ododdd JI '"UU '" JJ ~~~~~~ m f t:t:t:ltt:t: i i~~~ ~ ~ ~ R5i!........ r.:tt:tltlt i ~ i I' . ............ _ ~5'..., j;; :~!!!!l:311 II , I : i .. --............ ..!! ~~;~~: Ih !~:~ i! t:r;:53JiJ: ... I~ Jllll!lIH '" :0;", ....!l!!l!!!!!1 !, . 0 S;;lO l!II!j!!l!!lf!!!! .J .:~=~ fil:! I I dd,l :a:ii z ! lidl! ",,0 >;: ! ilil -'" ... 0 z !1!Uh I lUll) ::;) Ej ! 1m ~:ED. r:1~~ ! 1 1;:;: II I o_z I HUH ihl ZQ~ ! Hlm :s<! I hH 1Il~ -" o~ o~ "'~ .. ::!! N = 0 i;~ N F -<;!" ti; = S; a - a- rn Itl:: '0"\,; , !!L'J lklJ: f2. ~; = ..... ~1 RECEIVED JAN 3 0 2003 ~~ ~- D.E.P. PUftta Gord& l;,) '" i Ctl ..., ~.t1~ .~ I! t..:> .,,~ o.s~ <> . ~~ '1::l .,,~ ~ ~ B d::;f>> '<l;;J] ::'J ~ Ii: ki.'1 . ~g> '<:( ~ CI) CI) ~ 0... 0; B~ 1< t Hz~ g .i! g i~ :: Iii' G G G ~ ilil.a: . I~ I~ i~ , , , , <Cz) ~ , , , , , , , , , , , -H , , , oj I , , , , <1:, , , , , , , ~, , , , , "! ,"' <> N , , , ,. fl' (" I I RECEiVED 11 rl ~ Ii " JAN 3 0 211iJ3 l!'~ ~ Ii ~ i Il.E.",l'i.lI'Ita Gor" .;1!W II ~.. t ! ~ E: . OOg ~! J' ~ a~ ~ 5 ~ i. .= ; i, P r I !!l_! ",' ~I;: ' L !~ ii ~ Ii d S to I ~!f i. I ;/! ~ Ii n llldlll : i! II !~ !n h u DI~.'I ~;:;: Ii!l hi II! Il <(z) ~ N <=> <=> L~ fll- C\J .r= ~ ~ 0 fI:: c- og,,- t~7 l;;w "",' !:1, ~, "'"" = ~ ~-l ::::::::::~:: . ~ I " m .. .. .. i ~. '" m ml .... I>: o Q.w I>:~ :;;:Vi wi!! >~ ~~j U:ilL ~c~ wf3<<: o!.g ~ ~~ -,0 :z ",M -" o~ uM I>:~ ... " ~ o ~ .... '" ~ l1l Ii) ., ~ CIl~ ~ ,<<:CIlI! t;'~ ~ C) g>~ V)"O . Ii)~;:: '<<: t! "t;l g> & ~.~ 0 ~ . ,<<:;l1i ~ ~~ ~81U ~ ~ V) ~ Ii) ~ Q; 0; !ti ..! I'" z~ S N N i~i~i~ . . . a; Fia: . 1< 10 ." . .... ~ ::..::: ge.: ! I t i~g ~i , ~il II ) . i , ~ ~ I III II d :1. If ~i "e d~ ; i ! ~i1j I~' -~l ~ ! I :1 I Ii Iii Ii ~' , ~ . , ! ~. , , . ~ III II ~l d !i .J g~,' I ,~"' N = = ~C'\J P """" i! = Q, ~c>rn it! 'N ""'t. ti":! ~ ~ ~ = ..-. ...-1 . f~ t 1= ~;~ 5~ ~glo iq~ 'J".'" " ood...;d ~ t.:t:tttt: 22..-...., ~! Hm U"" __..4..... Ii tJ;;O!li!iili;!l E~ .,...!:!!:!!!!!:! i ! ilIhJ I dUh j r~ . . .~Jlli j ~g !a.z: ill .h ~ RECEIVED JAN 3 D 20a3 i).f.r. P<..,h Gorrla !~ <l<i'-i<-l<><.j 0<><>000 ~ tt:ttt:t: J ...... ! li li'!t;i<!1!!05 .............. Ii ....u..!! :I!~ !:!!!!.!H:!!:!!! i . l I hdl! I 'jill, j L,w I 'I i I II m ~ a " " ~ ; ~ . il . s ~ " " ~ ~ a . ..,. " D'DO .~! t:~tt _ 2g",... I ii~ ~'ll.!:;I S;UO> ~~::;~ h, ,H ~:;; ; ilil ~ 1m "I! ! !~.! ~ . -' ii Ii bl " I " ., :: " i .. ~i ., ., >- II< o ~ 0.. '" ~ ~ <cwo ~ win'" > ::e~ >= 2" ::> ~:l () t1 Q.. LaJ Eo t5 :z ~ o c(1l2 z ~o <I{ :5 --' ~w !!! ~cn ~~ o .. o " ~ ~ '" ~~ ~- o :<!; g . !~ ~. -2 !~ Ci) I; ;~~ otv! -c ( l:ir ~ ;; ;; ;; i~i~w~ .. ...i!.... 10 -Iii. il1: 0: 100 ~ UIJ :ll:: ~iui ~ ~ ! I ! I , :1' I ~"P.MO"TIll. -UllI~5\lllop\Loo.all\oo\l~\~N3\'lC Is3NorO 1/;:8L'1<I-=. ~~~~ ~~ " ~ ilO'lO i I; ~U ~ 5 ~ f< Ii 5 . i ! i ! l, <Elll. ~ Ii fc- -:,1 ~ - ~-' I - --' , I" i ~~ ! I ~ d'! U 3 I il<El !! , -. : ~ll ~! <El I ~ 1\ e~\ .,-s ll:i\ i i~~Ii! . 01 ' lij , II l! : n R <El <El ~. JH' !.~ ,~ . SSd I, I "'!;; lei U ] ~ I iil . ~!I! ! j! I~" I;: ~.ni! "'I . -n!' "" . ~~f:l ~U I - a' ! J d l ~ I <i:J L, ~Y.\llroll~ iOlIi I I d ~ t < ii t' ;11 ~ "--- l ~ ! I I, <i:J ,i to I IPi ~ '. i~ ! iPI ii !II I; ..~ ""~ << 1 ~ II , , Ill! "" .1.1 'P, !H ~H~ II . . J " 1= :0 o N = = ~ . , :1-" -,. N !;;; """ ' 2l!=Q, tt;0">t!.!l .FJj -:'-../ ~ _1 C <=> ~Y<lSJJ!llP ~ ~l ~i I! o::s~~ ~ ~~l U~i ~ " <El ~ il , ~~ " ., e! ! CI) i \ :::! I~; < <- Iud! c ~ i del'" . , " - . , ill l !,i , ~. ,. . ;!i~ ~ ~m iiii m! in!! ..... >- a: ..... e a: 8: ~ :;;: ..... ::> w < > i= ..... ::> a: o ~ w a: x :;;: w o ~ z z < ::> ....l 0 ~ 0 e a: o !!! a: ....l < ...J I:ER8 ~ ~< !5 i ; ".,' ill - ~ ''iJ HJ1V'~ I , , i i; ifl! t ! I, , . .' I "" t i ffi illi i i I I!! ~ ~~'IU~ ~ \\\\ <1 3Nn t '!~ I" >~ '. I I" g I ~ I I , ~I , . . , I "- 5~~ 0 I,e;, ' , >-f- , "'z I "'w ~, 0:::;; Zw ~<J) 0", alw "- 'f- 0 X", >-f- 00 "',,- "'z "-", "'w "-- 0:::;; "'''' Zw ~<J) 0", alw 'f- X", 00 "',,- "-", "-- "'''' ~ , , '-= ~ -.-/ --....,-,., --.-- "'--"- ----~- ffibtJ ~z'" ~~; ~....J: ..~ .a. ~z . ..;~~ ~~~ ~~~ ~~ffi ap ~"'~ ~'z a::o~ ".i'fu ~c_",ul o.:!:J=~ I-c\jB i\".~ ZQ~~ . . ~ ~~~~ ~"'o... <!l;!;....~ ~~!::3 Z/Do"- 8....2:;- ,!!gi.[Ij i:ld~... :j:n~ gd~~ <1<li1 ~~ C'\.J I- "'" ~~ ~ '-'-I rn "'"0 ~ I '<t'1l) !!.. U Ow ot 8ii i~ ~ ~ ~J a: li:: .. ~" II ~ !!!lE ""'",' ~ 0:.. ~ ~~~dl ~J' . wD..8 ~ ~ ........~ ~~ii~. ~lffil~ll! ~:':O"'Flll ~ ~8" ~ en Ii a 9 , OIi i1i !ih: '" => o f J 1 J ~r ~ ~ E1'Ji Q j' ! 'l ~:= -, ~ , - ~~ , .. i!lL UIl ! Ii mil , ''', ~h~~ !I!I! 11m ~ f~n~ l- II: o Q. II: < W > j:: ::) o w X w a z <( ..J !Q o o II: -< g::!; ! >- I- oc o :I: I- ::) <( l- II: o Q. II: <( >- I- Z ::> o o II: W ::; ..J o o z " * ~~~--' e;.;I<:r.., ;;~5;; O<lll~ ~~~~ t f3..,~~ gF~; ....f'1:i5lt: ~I;~~~ !sga& lD"'~~~ ~, ,_.~ -.1 ~ ;:- ~ _----:---- - - : -- --- ('../ , ",,"- .~" I '-''' J ~" I "-" ,'\'\ ,,"'\ I ." ' . - ~,,'\. ,\<' I ",,'\ I ~ ' ,,'\'\." I ," '\;.,'\. '\,,~ : I , , I i~ .' .< .; j~ 3NIl t '~ '~ '~ u.. o >-f- "'Z <(w 0", Zw 6~ row ~~ ",0 a.a. a.'" <(<( <8 , ~ i C'), 10 ~ !z :z: '! ~ g <t" ,~ 50 -, ~,,~~ ~ - . ~ i !"11: ~~i: _ '-.: l!i ffi ~.. =.. . ~jl j ! ! w"o o~o ~ j ::~$-l.' .!. S"" -- "i!I~' a:~< I ~ ~ j!!<'" CF.l~~" ",Ii ~ 1I:::l ~ ~ ! !i!." , '-1 I 11\ :-, :: " N '" <=> :0-::: N I'- <>' ~ '" t>" if D" W .Wi ':">..I PIl "'- -, ~ '" -, ~ ffi" ~~8 < .. .~. ~o< ,. -'" 000 ~i~ ~.~ ~~~ ;ii o"'~ ~~~ . -~ ~~~ ~~~~ ~"'~~ z<"-'" i1c.~~ ~~~~ ~~g~ l!:~,,-~ tiwi5~ o~3~ ~da:~ ~Fg- _ ",::t@f;3 F~~o ~6d <tJ~o' , i~ ~I d , 11 'r ~ t I ~ ~ ~ <i d ~ . ~i 1_ il ~ ii ~ L ~H mil l"" ..~~::!::! ~UEE mu i.i,:;;s ..-...' l- II: o Q. II: ;;: W > ;:: ::> o w x W Q ~ ..J f!a >- I- 0: o :r: I- ::> <( l- II: o Q. II: <: >- !z ::> o o II: W ..J ..J o o HJ1'v'~ ! HHi i I!! ~ ill III . . ~ ! !}l! '1 rJl ,...ihlill ~"~~~~," 1\1\ ~ ~ ~ I~' 0 I I J' I I <8 o o II: -< ,:. , t I I I, \ I \ I II II lI.o~d\II.o"'l~\f<>.od_'I"l"llAJ.SJ^) e~LI'60 - = 'm .oN '" co co II II :fj:: N t;.".!!.. ~ ~ tJE ,ffiNQ "@,. ~ ~ ~ b R ~~~,' ~~{ 1(\1'\0 I ; I i z !I! < ....I ' . i Q. Ih a: w - ~! ?- m < i' , ::IE h~ ....I ....I < m a: ~~ i i 10 ill 'II ~' I I i I' ~ ! I I- >- I- a: ii: 0 0 Q. :r a: I- < ::;) W < > I- j:: a: ::;) 0 0 Q. W II: X < w c >- I- Z Z < ::;) ..I 0 !!2 0 0 a: 0 w a: :; < ....I - ::IE 0 0 I-- a: 01- o..z Q;w <(~ WW >CJ -<z I-Z< ::><-.J o~a. UJ a: XWCC Wl-~ 0<00 zs< <(w~ .....Jo ~< u. oa: o=> c:OO <( ~ . w co (\J " w (!:J a:<( "0 (1)- ,....a: LOO ...J c.:u. $: - 1-->- I-- LOZ Ct)::> 00 zO <(a: CO~ (\J...J ...J 00 wO (f) z - I I-- - $: l'I"'P'A O:;l11;86\1'IIoP\IE86\r c..d>1"p""rnOALS]/'I.3 ll'6E'tt-2 ' 002 21:laa . >' ~ '" ";~ c;;, .., co - " ~ :~ I~ .! ""'_ 11 JI ....., d !~ " I t' i ~ 4 J.t ~ It. . f' I I i ~..... _.....1""' ~ p ~~ ~~ ~IL i ~'3t ~j~!ei hUH " ~. Ig; H~ /: ~2i ~ <," <I: 8~~ ~ ~i~ "Z *.": C\.J I;; ""'!" ~. ~aQ" ~ (.]"> ~ Mj -~ t!.. ......; f:!I "" lii~ '1 ~bt . e " . . "~ij~~i.~! >" ~~ ~ ,_ .~. d5~,8a ~~ . ~ ~.' ~ .' o~- O".'~ ".' ~ ~. · "~~ ~ ~'~~~~~'~i -.~ -'i*~ i~~ ~~ :~g · la i i~~l!i! !: ~;!Il~l ~ 'I! !i: . I :!i I ~,~iifi~lil!.lil ~!!;I~~i; I: ;~II; i o d~' !i:~~ !.~~ ~"> ~~'I~~~I' ." ~~. i~ , ~ I~!! i~~~'~I~i~1 :~i ~il.~~',~ ~i ~~ :~ ! w ~d I *~i:~:s!S :I! :ii;~~;~;i i~ m el ~ . , .J~~d.~ }g ad '~6;" ~. f'~ .. ~ ~ ... .u~g ~ .~. ~. ~ odQ ...ilig ol~ al ~, ~, i ~ _ C') il()~ jU- . 00 ~z 1-1- wO ww J:'"':I wO a: ll.. ~~ ~~ 'C:J~ N = = I: !< o CULF MEXICO .\ - ~ " Fonn #62-343.90017\ F.A.C. Fonn Title: Reauest for Transfer to Ooeration Phase. Date: October 3 1995 REQUEST FOR TRANSFER OF ENVIRONMENTAL RESOURCE PERMIT CONSTRUCTION PHASE TO OPERATION PHASE (To be completed and submitted by the operating entity) Florida Department of Environmental Protection It is requested that Department Permit No, authorizing the construction and operation of a surface water management system for the below mentioned project be transferred from the construction phase permittee to the operation phase operating entity. PROJECT: FROM: Name: Address: City: ' Zipcode: State: TO: Name: Address: City: Zipcode: State: The surface water management facilities are hearby accepted for operation and maintenance in accordance with the engineers certification and as outlined in the restrictive covenants and articles of incorporation for the' operating entity. Enclosed ,is a coPy of the document transferring title of the operating entity for the common areas on which the surface water management system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. The undersigned hearby agrees that all tenus and conditions of the permit and subsequent modifications, if any, have been reviewed, are understood and are hearby accepted. Any proposed modifications shall be applied for and obtained prior to such modification. Operating Entity Name Title Telephone Enclosure: (,) ,Copy of recorded transfer of title surface water management system ()Copy ofplat(s)' () Copy of recorded restrictive covenants, articles of incorpor,ation, and certificate of incorporation Form 62-343.900 (8) Application for Trnnsf'er-ofERP Permit Eff'cctivcPatc: APPLICATION FOR TRANSFER OF ENVIRONMENTAL RESOURCE PERMIT AND NOTIFICATION OF SALE OF AFACILITY OR SURFACE WATER MANAGEMENT,SYSTEM Permit No, Date Issued Date Expires FROM (Name of Current Permit Holder): Mailing Address: City: State: Zip Code: Telephone: ( ) Identification or Name ofFacility/SUIface Water Management System: Phase ofFacility/Surface Water Management System (if applicable): The undersigned hereby notifies the Department of the sale or legal transfer of this facility, or surface-water management system. and further agrees to assign all rights and obligations as pemrittee to the applicant in the event the Department agrees to the transfei of pennit Signature of the current permittee: Title (if any): Date: TO (Name of Proposed Permit Transferee): Mailinj:,Address: City: State: Zip Code: , , jl Telephone: ( ) .", The under$igned h~by notifies the Department of having acquired the title to this facility, or surface-water management system. The undersigned also states he or she has examined the application and documents submitted by the current pennittee, the basis of which the pemrit was issued by the Department, and states they accurately and completely describe the pennitted activity or project The undersigned further attests to being familiar with the pennit, agrees to comply with its terms and with its conditions. and agrees to assume the rights and liabilities contained in the permit The undersigned also agrees to promptly notify the Department of any future changes in ownership of. or responsibility for, the permitted activity or project. Signature of the applicant (Transferee): ~ Title (if any): Date: Project Engineer Name (if applicable) Mailing Address: ! Telephone: ( ) ""-.', .','..'-.-'- ._". ..... Fonn #62-343.900(5), F.A.C. Form TItle: As-Built Certification by a Registded Professional Effective Date: October 3. 1995 ENVIRONMENTAL RESOURCE PERMIT AS-BUlLT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number: Project Name: I hereby certify that all components of this surface water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. AIly substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated. These determinations are based upOn on- , site observation of the system conducted by me or by my designee under my direct supervision andlor my review of as-built plans certified by a registered professional or Land Surveyor licensed in the State of Aorida. Name (please print) Signature of Professional Company Name Aorida Registration Number Company Address Date City, State, Zip Code Telephone Number (Affix Seal) Substantial deviations from the approved plans and specifications: (Note: attach two copies of as-built plans when there are substantial deviations) Within 30 days of completion of the system. submit two copies of the form to: DEPT OF ENVIRONMENTAl PROTECTION SOUTH DISTRICT POBOX 2549 FT MYERS FL 33902-2549 62-343.900(5) On-Une Document Formatted 12/01/97 kag " Form # 62-343.900(4) Form Title: Annual Status Report Effective Date: -October 3; 1995 Environmental Resource Permit Annual Status Report' Florida Deoartment of Environmental Protection PERMIT NUMBER: PROJECT NAME: COUNTY: PHASE: The following activity ,has occurred at the above referenced poroject during the past year, between June 1, and May 30, Permit Condition/Activitv % of ComDletion Date of Anticioated Comnletion Date of ~on (Use Additional Sheets A1; Necessary) Benchmark Description (one per major control stru~ture):_ Print Name Phone Title and Company Date Permittee's or Aurthorized Agent's Signature This form shall be submitted to the above referenced Department Office during June of each year for activities whose duration of construction exceeds one year. 62-343.900(4) On-Line Document Formatted 12101197 kag -'-., ..) c1 Form #62.343 900(31 F A C Form Title: Construction Commencement Notice Date: October 3 1995 ENVIRONMENTAL RESOURCE PERMIT Construction ,Commencement Notice PROJECT: PHASE: I hereby notifY the Department of Environmental Protection that the construction of the surface water management system authorized by Environmental Resource Permit No. has commenced / is expected to commence on 200_, and will require a duration of approximately months days to complete. It is understood that should the construction term , i weeks I I I extendbeYClnd one year, I am obligated to submit the Annual Status Report for Surface Water Management System Construction. PLEASE NOTE: .lfthe actual construction commencement date is not known, Department staff should be so notified in writing in order to satisfy permit conditions. ,1 Permittee or Authorized Agent ,Title and Company Date' " Address Phone .~ --1 , '--'--1 -, EXHIBIT L STANDARD DETAILS GC-CA-L-1 EXHIBIT M PLANS AND SPECIFICATIONS Please download separate file from www.colliergov.netlbid GC-CA-M-1 PARALLEL TAXIWAY AND APRON EXPANSION MARCO ISLAND EXECUTIVE AIRPORT COLLIER C'QUNTY FLORIDA '." .. ."... .." .., ~, lIRPo.t". ~ ~~ ~ t. !!l =- -.I - a :: ~ T. 'E '-. .C. 'R' 'N"'J.-'C'" 'AL"" S- lPE". 'C. ~I.F'~.'I :'.'C- 'AT'. - .ION'.S'. . I., '.U; f...,,' .Llj ! ~ j. (".,r. ,~~'. .L; .....~ .J.) ._.L!. ~ ;' ~"' .L. f ' '. J (j" /... '.J ! .1 r _) .i. i ,j AND AT'" .: ~T+~ f i ACs., IB' rMrE-.. 1N'-'Y' ~. lS'" ~ -'~'~. --. · _: . ._.'. A. " .,,/ ...r:'.L i l.L_U;. . f.. : '. L . : d'-~ PREPARED BY: URS CORPORATION September 2, 2009 TECHNICAL SPECIFICATIONS PARALLEL TAXIWAY AND APRON EXPANSION MARCO ISLAND EXECUTIVE AIRPORT COLLIER COUNTY, FLORIDA TABLE OF CONTENTS SECTION TITLE DOCUMENT PAGES 100 FDOT FDOTSTANDARDSPECWICATIONS 100-1 101 FDOT MOBILIZATION 101~1 PREVENTION, CONTROL, AND 104 FDOT ABATEMENT OF EROSION AND WATER 104...1 POLLUTION 145 FDOT GEOSYNTHETIC REINFORCEMENT 145-1 160 FDOT ST ABILIZA TION 160-1 327 FDOT MILLING OF EXISTING ASPHALT 327-1 PAVEMENT 530 FDOT RIPRAP 530-1 D-701 FAA PIPE FOR STORM DRAINS AND D-701-1 TO D-701~4 CULVERTS D-703 TRENCH DRAIN D-703-1 TO D-703-6 D-751 FAA MANHOLES, CATCH BASINS, INLETS AND D-751-1 TO D-751-4 INSPECTION HOLES F-162 FAA CHAIN..LINK FENCES F-162-1 TO F-162~4 L-IOO SIGNAGE AND ELECTRICAL WORK L-IOO-l TO L-I00~12 L-I08 FAA UNDERGROUND POWER CABLE FOR L-I08-1 TO L-I08..8 AIRPORTS INSTALLATION OF AIRPORT L~110 FAA UNDERGROUND ELECTRICAL DUCT L..II0-1 TO L-I10-S BANKS AND CONDUITS L-125 INSTALLATION OF AIRPORT LIGHTING L-125-1 TO L-125606 SYSTEMS MARCO ISLAND EXECUTIVE AIRPORT APRI L 2009 TECHNICAL SPECIFICATIONS PARALLEL T AXIW AY AND APRON EXPANSION MARCO ISLAND EXECUTIVE AIRPORT COLLIER COUNTY, FLORIDA TABLE OF CONTENTS SECTION DOCUMENT PAGES TITLE P-151 FAA P-152 FAA P-211 FAA P-401 FAA P-602 FAA P..603-FAA P-610 FAA P-620 FAA T-901 FAA T-904 FAA CLEARING, GRUBBING AND DEMOLITION P-151-1 TO P-151-3 EXCAVATION AND EMBANKMENT P-152-1 TO P-152-7 LIME ROCK BASE COURSE P-211-1 TO P-211-4 PLANT MIX BITUMINOUS PAVEMENTS P-401..1 TO P-401wo21 BITUMINOUS PRIME COAT P-602-1 TO P-602-3 BITUMINOUS TACK COAT P-603..1 TO P-603wo3 STRUCTURAL PORTLAND CEMENT CONCRETE P-610-1 TO P-610-6 RUNWAY AND TAXIWAY PAINTING P-620-1 TO P-620-7 SEEDING T-901..1 TO T-901-4 SODDING T -904-1 TO T -904-5 ATTACHMENTS -TECHNICAL SPECIFICATIONS FOR SOIL MIXING (DRY METHOD) -SPECIAL CONSTRUCTION PROVISION FOR DRY SOIL MIXING IN PEAT -REPORT OF GEOTECHNICAL EXPLORATION -STORMW A TER MANAGEMENT REPORT MARCO ISLAND EXECUTIVE AIRPORT AP RJ L 2009 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 100 FDOT STANDARD SPECIFICATIONS DESCRIPTION The construction details for various items of work as required by the Project Documents and/or shown on the Project Plans shall conform in their entirety to Divisions II and III of the Florida Department of Transportation Standard Specification for Road and Bridge Construction last edition including all FDOT Supplements and as modified hereinafter.. The constructi on detai Is contained in the Divisions which are not required to accomp lish the work set out in the project documents and/or shown on the project plans will have no application to these specifications. GENERAL In the event of any conflict( s) between the Contract Documents and the FDOT Standard Specifications, the precedence in resolving such conflict(s) shall be as follows: 1. Bidding and Contract Requirements, and Technical Specifications for this project as located in this project documents shall govern over FDOT Bid and Contract Requirements. 2. Greater quantities shall govern over lesser. 3. Higher quality and/or more stringent requirements as adjudged by the Engineer shall govern over lessor~ Where FDOT Specifications refer to the UEngineerU, UEngineer of Tests" , or "Division ofTestsn, it shall be understood to mean the Engineer of the Owner as Stated in the CONTRACT. These standard specifications can be obtained from the Florida Department of Transportation as follows: Divisions II and III of the Florida Deoartment of Transportation Standard Soecifications for Road and Bridge Construction~ last edition. Florida Department of Transportation Map and Publication Sales, MS 12 605 Suwannee Street Tallahassee, Florida 32399-0450 (850) 414-4050 Fax (850) 414-4915 A copy is on file and may be inspected at the Office of the Engineer~ The Contractor shall have at least one (1) set of the standard specifications available at the project site at all times during construction. END OF ITEM 100 FOOT STANDARD SPECIFICATIONS 1 OO~1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 101 MOBILIZATION DESCRIPTION 101-1.1 This item shall consist of the preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site. For the establishment of temporary offices, building facilities, all utilities, safety equipment and first aid supplies, sanitary and 'other facilities, as required by these Specifications, and State and local laws and regulations. Also included in this item are the furnishing, placing, repositioning, maintaining and removal of all temporary barriers; as well as, any and all other costs associated with the required maintenance of traffic or project phasing. The cost to establish, maintain and restore to the existing condition, including seed and mulch, of the Contractor staging area shall also be included in this item. The costs of bonds and any required insurance and other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall be included in this Item. 101-1.2 This item of work will also include any other item or items of work shown, implied or required for the completion of the project that are not directly paid for under other pay items. 101-1.3 All required survey and layout cost shall be included in this i tern as well as all costs associated with the required meting and coordination with the Owner before, during and after construction. BASIS OF PAYMENT 101-2.1 The work and incidental costs covered under this item will be paid for at the Contract lump sum price for the item of Mobilization. The total amount bid for Mobilization shall not exceed 15 % of the sum of the individual item extended totals (excluding mobilization) within the bid schedule. No additional payment will be made for demobilization and! or remo bilization due to proj ect shutdowns or suspensions of the war k identified in the Bid Schedule. Payment shall be made under: Item 101-2.1 Mobilization -- per lump sum Partial payments for Mobilization will be made therefore in accordance with the following: PERCENT OF ORIGINAL ALLOW ABLE PERCENT OF LUMP CONTRACT AMOUNT EARNED SUM PRICE FOR THE ITEM* 50/0 10% 10% 25% 25% 50% .50% 75% 75% 90% 100% 100% * Partial payments for any project will be limited to ten percent (10%) of the original Contract amount for that project. Any remaining amount will be paid upon completion of all work on the Project The standard retainage, as herein specified will be applied to these allowances. Partial payments made on this item shall in no way act to preclude or limit any of the provisions for partial payments otherwise provided for by the Contract. END OF ITEM 101 MOBILIZATION 101..1 FEBRUARY 2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 104 (FDOT SECTION 104) PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION DESCRIPTION Refer to Section 104 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, last edition~ END OF ITEM 104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION 104-1 FEBRUARY 19. 2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 145 (FDOT SECTION 145) GEOSYNTETIC REINFORCEMENT DESCRIPTION Refer to Section 145 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, last edition~ END OF ITEM 145 GEOSYNTETIC REINFORCEMENT 145..1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 160 (FDOT SECTION 160) ST ABILIZING DESCRIPTION Refer to Section 160 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, last edition. END OF ITEM 160 NOT IN CONTRACT ST ABI LIZI N G 160-1 FEBRUARY 19. 2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 327 (FDOT SECTION 327) MILLING OF EXISTING ASPHALT PAVEMENT DESCRIPTION Refer to Section 327 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, last edition~ END OF ITEM 327 MILLING OF EXISTING ASPHALT PAVEMENT 327-1 FEBRUARY 19.2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM 530 (FDOT SECTION 530) RIP RAP DESCRIPTION Refer to Section 530 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, last edition. END OF ITEM 530 RIPRAP 530-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS DESCRIPTION 701-1.1 This item shall consist of the construction of pipe culverts and storm drains in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans~ MATERIALS 701-2.1 Materials shall meet the requirements shown on the plans and specified below. 701..2.2 PIPE~ The pipe shall be of the type called for on the plans or in the proposal and shall be in accordance with the following appropriate req uiremen ts. Reinforced Concrete Pi e Polyvinyl Chloride (PVC) Pipe ASTM C 76 ASTM D 3034 701-2.3 CONCRETE. Concrete for pipe cradles shall have a minimum compressive strength of 2,000 psi at 28 days and conform to the requirements of ASTM C 94. 701-2~4 RUBBER GASKETS. Rubber gaskets for rigid pipe shall conform to the requirements of ASTM C 443. Rubber gaskets for PVC pipe and polyethylene pipe shall conform to the requirements of ASTM F 477. 701-2.5 JOINT MORTAR. Pipe joint mortar shall consist of one part portland cement and two parts sand. The portland cement shall conform to the requirements of ASTM C 150, Type I. The sand shall conform to the requirements of ASTM C 144. 701..2.6 JOINT FILLERS. Poured filler for joints shall conform to the requirements of ASTM D 1190. 701-2.7 PLASTIC GASKETS. Plastic gasket shall conform to the requirements of AASHTO M 198 (Type B). CONSTRUCTION METHODS 701-3.1 EXCA VA TION. The width of the pipe trench shall be sufficient to permit satisfactory jointing of the pipe and thorough tamping of the bedding material under and around the pipe, but it shall not be less than the external diameter of the pipe plus 6 inches on each side. The trench walls shall be approximately verticaL Where rock, hardpan, or other unyielding material is encountered, the Contractor shall remove it from below the foundation grade for a depth of at least 12 inches or one-half inch for each foot of fill over the top of the pipe (whichever is greater) but for no more than three-quarters of the nominal diameter of the pipe. The width of the excavation shall be at least 1 foot greater than the horizontal outside diameter of the pipe. The excavation below grade shall be backfilled with selected fine compressible material, such as silty clay or loam, and lightly compacted in layers not over 6 inches in uncompacted depth to form a uniform but yielding foundation. Where a firm foundation is not encountered at the grade established, due to soft~ spongy, or other unstable soil, the unstable soil shall be removed and replaced with approved granular material for the full trench width. The Engineer shall determine the depth of removal necessary. The granular material shall be compacted to provide adequate support for the pipe. The excavation for pipes that are placed in embankment fill shall not be made until the embankment has been completed to a height above the top of the pipe as shown on the plans. 701~3.2 BEDDING. The pipe bedding shall conform to the class specified on the plans~ When no bedding class is specified or detailed on the plans, the requirements for Class C bedding shall appl y ~ PIPE FOR STORM DRAINS AND CULVERTS 0..701-1 MARCO ISLAND EXECUTIVE AIRPORT NOVEMBER 2008 PARALLEL TAXIWAY AND APRON EXPANSION a. Rigid Pipe. Class A bedding shall consist of a continuous concrete cradle conforming to the plan details~ Class B bedding shall consist of a bed of granular material having a thickness of at least 6 inches below the bottom of the pipe and extending up around the pipe for a depth of not less than 30 percent of the pipets vertical outside diameter. The layer of bedding material shall be shaped to fit the pipe for at least 10 percent of the pipe's vertical diameter and shall have recesses shaped to recei ve the bell of bell and spigot pipe. The bedding material shall be sand or selected sandy soil, all of which passes a 3/8 inch sieve and not more than 10 percent of which passes a No. 200 sieve. Class C bedding shall consist of bedding the pipe in its natural foundation to a depth of not less than 10 percent of the pipe '8 vertical outside diameter. The bed shall be shaped to fit the pipe and shall have recesses shaped to receive the bell of bell and spigot pipe. b. Flexible Pipe. For flexible pipe, the bed shall be roughly shaped to fit the pipe, and a bedding blanket of sand or fine granular material shall be provided as follows: Pipe Corrugation Minimum Bedding Depth Depth Inch inch Y2 1 1 2 2 3 2 Y2 3 1/2 c. PVC and Polyethylene Pipe. For PVC and polyethylene pipe, the bedding material shall consist of coarse sands and gravels with a maximum particle size of 3/4 inch (13 mm). For pipes installed under paved areas, no more than 12 percent of the material shall pass the No. 200 (0.075 mm) sieve. For all other areas, no more than 50 percent of the material shall pass the No. 200 (0.075 rom) sieve. The bedding shall have a thickness of at least 6 inches (150 mm) below the bottom of the pipe and extend up around the pipe for a depth of not less than 50 percent of the pipets vertical outside diameter. 701-3.3 LAYING PIPE. The pipe laying shall begin at the lowest point of the trench and proceed upgrade. .The 10 wer segment of the pipe shall be in contact with the bedding throughout its full length. B ell or groove ends of rigid pipes and outside circumferential laps of flexible pipes shall be placed facing upgrade. Paved or partially lined pipe shall be placed so that the longitudinal center line of the paved segment coincides with the flowline. Elliptical and ellipticall y reinforced pipes shall be placed with the manufacturer's top of pipe mark within five degrees of a vertical plane through the longitudinal axis of the pipe. 701-3.4 JOINING PIPE. Joints shall be made with (1) portland cement mortar, (2) portland cement grout, (3) rubber gaskets, (4) plastic gaskets, or (5) coupling bands. Mortar joints shall be made with an excess of mortar to form a continuous bead around the outside of the pipe and shall be finished smooth on the inside. Molds or runners shall be used for grouted joints in order to retain the poured grout Rubber ring gaskets shall be installed to form a flexible watertight seaL 8. Concrete Pipe. Concrete pipe may be either bell and spigot or tongue and groove. The method of joining pipe sections shall be such that the ends are fully entered and the inner surfaces are reasonably flush and even. Joints shall be thoroughly wetted before mortar or grout is applied. PIPE FOR STORM DRAINS AND CULVERTS D... 701-2 MARCO ISLAND EXECUTIVE AIRPORT NOVEMBER 2008 PARALLEL TAXIWAY AND APRON EXPANSION b. PVC and Polyethylene Pipe. Joints for PVC Polyethylene pipe shall conform to the requirements of ASTM D 3212 when water tight joints are required. Joints for PVC and Polyethlyene pipe shall conform to the requirements of AASHTO M 304 when soil tight joints are required. Fittings for polyethylene pipe shall conform to the requirements of AASHTO M 252 or M 294M. 701-3.5 BACKFILLING. Pipes shall be inspected before any backfill is placed; any pipes found to be out of alignment~ unduly settled, or damaged shall be removed and relaid or replaced at the Contractor's expense. Material for backfill shall be fine, readily compatible soil, or granular material selected from the excavation or a source of the Contractor's choosing. It shall not contain frozen lumps, stones that would be retained on a 2 inch sieve, chunks of highly plastic clay, or other objectionable material. No less than 95 percent of a granular backfill material shall pass through a 1/2 inch sieve, and no less than 95 percent of it shall be retained on a No.4 sieve. When the top of the pipe is even with or below the top of the trench, the backfill shall be compacted in layers not exceeding 6 inches on both sides of the pipe and shall be brought up one foot above the top of the pipe or to natural ground level, whichever is greater. Care shall be exercised to thoroughly compact the backfill material under the haunches of the pipe. Material shall be brought up evenly on both sides of the pipe. When the top of the pipe is above the top of the trench, the backfill shall be compacted in layers not exceeding 6 inches and shall be brought up evenly on both sides of the pipe to 1 foot above the top of the pipe. The width of backfill on each side of the pipe for the portion above the top of the trench shall be equal to twice the pipe's diameter or 12 feet, whichever is less. For PVC and polyethylene pipe, the backfill shall be placed in two stages; first to the top of the pipe and then at least 12 inches (300 mm) over the top of the pipe. The backfill material shall meet the requirements of paragraph 701- 3 .2c. All backfill shall be compacted to the density required under Item P-152. 701-3.6 CLEANING-OUT OF NEW AND EXISTING PIPES. All new and existing pipes are to be kept clear of debris and silt at all times during construction. After completion of all earthwork actives and the placement of all sod and/or seeding and mulching and before final acceptance, all new and existing pipe within the project work area shall be cleaned of all silt, debris, etc. to the satisfaction of the Engineer. This may require the de-watering of the pipe. Care must be taken during this operation so as not to damage the pipe or the surrounding areas. No additional . payment will be made for this work. Any damage to the pipe or surrounding areas will be repair by the Contractor to the satisfaction of the Engineer at no additional payment. 701-3.7 FILTER FABRIC. All pipe joints are to be completely rapped with an approved filter fabric. All costs associated with this work~ including supplying the fabric, shall be included in the bid unit price for the pipe. ~THODOF~ASURE~NT 701..4.1 The length of pipe shall be measured in linear feet of pipe in place, completed, and approved. It shall be measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. The several classes, types and size shall be measured separately. All fittings shall be inel uded in the footage as typical pipe sections in the pipe being measured. BASIS OF PAYMENT 701-5.1 Payment will be made at the contract unit price per linear foot for each kind of pipe of the type and size designated. PIPE FOR STORM DRAINS AND CULVERTS 0-701..3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION These prices shall fully compensate the Contractor for furnishing all materials and for all preparation, exca vatioll,. and installation of these materials; and for all labor; equipment, tools, and incidentals necessary to complete the i tern. Payment will be made under: ASTM C 94 ASTM C 144 ASTM C 150 ASTM C 443 ASTM C 1433 ASTM D 1056 ASTM D 6690 ASTM F 794 ASTM F 949 Item D-701-5.1 Item D-701-5.2 Item D-701-5.3 Item D-701-5~4 Item D-701-S.5 Item D-701-5.6 18" Reinforced concrete pipe - per linear foot 24" Reinforced concrete pipe - per linear foot 3 6'; Reinforced concrete pipe - per linear foot 42" Reinforced concrete pipe - per linear foot 48" Reinforced concrete pipe - per linear foot 8" Polyvinyl chloride pipe - per linear foot MATERIAL REQUlRElVIENTS Ready Mixed Concrete Aggregate for Masomy Mortar Portland Cement Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets Precast Reinforced Concrete Box Sections for Culverts" Storm Drains, and Sewers Flexible Cellular Materials - Sponge or Expanded Rubber Joint and Crack Sealants, Hot-Applied, for Concrete and Asphalt Pavements Poly (Vinyl CWoride) Ribbed Drain Pipe & Fittings Based on Controlled Inside Diameter Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe With a Smooth Interior and Fittings END OF ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS D.. 701.4 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARLLEL TAXIWAY AND APRON EXPANSION ITEM D-703 TRENCH DRAIN 703-1 GENERAL 1.1 Description This item shall consists of the construction of trench drain in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans. A. Work includes: 1. Furnish all labor, materials, tools, equipment, and services for all surface drain systems indicated, in accord with provisions of Contract Documents. 2. Completely coordinate with work of all other trades. 3. Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to, or necessary for sound, secure and complete installation. B. Related Sections: 1~ Concrete work: Item P-501 2. Paving: Item P-401 3. Plumbing and Drainage: Items P-701, P-702 andD-701 1.2 System A. Description: 1. System of pre-engineered, cast-in-place concrete forming components for forming subsurface drainage trenches, catch basins and utility chases. 2. Forming: consists of non-CFC, EPS (expanded polystyrene) forms, embedded steel inlay rails with no-float legs, and grates. B. Location of work: As indicated. 1.3 References and Quality Assurance A. References: 1. Ductile iron: ASTM A 536-84(1993). 2. Grey iron: ASTM A 48-93a 3. Galvanizing: ASTM A123-89a TRENCH DRAIN Coo 703-1 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARLLEL TAXIWAY AND APRON EXPANSION 4. Steel: ASTM A 36/ A36M-93a B. Design criteria: Gratings and covers to withstand loadings of: AIRCRAFT - Over 64,000 LB wheel load; Load class over 64. c. Installer qualifications: 1. Use only persons thoroughly familiar with manufacturer's installation requirements. D. Testing agency qualifications: 1. Independent laboratory listed in National Directory of approved testing laboratories. E. Source quality control: 1~ Manufacturer must have continuing in-house quality control system to assure highest standards of quality. F. Allowable tolerances: 1. Setting plus/minus 1.5mm (1/16 IN) 1.4 Submittals A. Shop drawings: 1. Indicating layout of system with connections and accessories. B ~ Product data: 1. Proving substituted items comply with specified requirements~ c~ Samples: ~. Of substituted items for comparison~ D. Project information: 1~ Test reports~ Proving compliance with specified attributes. E~ Project closeout data: 1. Operating and maintenance data~ Regarding requirements for periodic inspection of system~ 2~ Warranty: That materials remain free from manufacturing defects for one year from date of substantial completion~ 3. Drawings showing as-constructed system with locations of all connectors and catch basins.. 1~5 Delivery, Storage and Handling A~ Perform in manner to preclude damage to components and surroundings. TRENCH DRAIN D-703-2 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARLLEL TAXIWAY AND APRON EXPANSION 1.6 Job Conditions A. Existing conditions: 1. Verify that base, to receive system, has been compacted according to requirements as per P-152. B. Environmental requirements: 1. Assure that all EPS pieces and other scrap are properly disposed of. c. Protection: 1. Assure installed system is protected from damage, from other operations. 2. Allow EPS forms to remain in place to avoid open trenches as long as possible. D. Sequencing: 1. Assure that trench rails are coplanar to within 1.5 mm (1/16 IN) prior to placing of surrounding paving. 1.7 Warranty A. Written warranty: 1. Signed jointly by installer, manufacturer and Contractor. 2. Warrant installation for a period of one year from date of Substantial Completion. 703-2 PRODUCTS A. Acceptable manufacturers: 1. Surface drain system: a. Base: Trench Former HD300: manufactured by ABT Inc., (or approved equal), PO Box 837, 259 Murdock Rd. Troutman, NC 28166; 1-800-438-6057~ b. Optional: Field formed system which meets specified requirements~ c. Other manufacturers desiring approval comply with requirements of bid and Contract Documents. B. Components: 1. Forming system: Pre-manufactured; non-floating, fabricated of Non- CFC, EPS foam. TRENCH DRAIN D.. 703-3 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARLLEL TAXIWAY AND APRON EXPANSION 2. Forms: pre-sloped or non-sloped form segments with 2.0 M (6.56 ft) length standard and 1.0 M (3.28 ft) or 0.5 M (1.64 ft) lengths available. Each segment is 305mm (12 in) wide trench with radius bottom and 402mm (15 13/16 in) grate seat width. Invert slope is per application requirements. 3. Steel components: Post fabrication hot dipped galvanized 76.20 mm x 76.20 nun x 7.94 mm (3 in x 3 in x 5/16 in) ASTM A36 steel angle rails. Rail length 2.0 M (6.56 ft) standard with 1,0 M (3.28 ft) and 0.5 M (1.64 ft) long available. 4. Outlet piping: butted to annular grooves In EPS form prior to concreting. 5. Grate rails to provide a rmnlillum of 2.25 square inches concrete bearing area per inch of trench length. 6~ Grate retainers and rails withstand the following loads: a. Vertical up - 2,000 lbs. b, Transverse - 10,000 Ibs. c. Longitudinal- 10,000 Ibs. 7. Grate retainer performance is not to degrate with service loads or thermal cycling. 8~ Galvanizing: ASTM A123-89a 9. Steel: ASTM A 36/A36M-93a 10. Gratings: a. Ductile iron: ASTM A 536-84 (1993). b. Grates to have a minimum of 61 % open area and be flush with top of rails. c~ Grates to sustain a vertical down test load of 200,000 Ibs for 1 minute through a 9" by 9" centered contact area without failure or permanent deformation. d. Allowable tolerances: Setting plus/minus 1,5mm (1/16 in). c. Mixes: 1. Concrete to support and surround drain system minimum four (4) inches thick, 3500 psi, or as specified on the plans. 703-3 EXECUTION 3.1 Inspection TRENCH DRAIN 0..703..4 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARLLEL TAXIWAY AND APRON EXPANSION A~ Assure ~ubstrate is level to within 1 in 1000~ 3.2 Preparation A~ Assure substrate is compacted per Item P-701, P-702 requirements. 3.3 Installation A~ In accord with manufacturer's instructions, utilizing manufacturer1s approved installation aids. 3.4 Field Quality Control A. Assure that units are installed so drain slopes are correct and that units align with adjacent paving. 3.5 Cleaning A. Remove EPS forming materials and properly dispose of~ B. Leave systems and surrounding area ready to receive concrete; remove forms materials after concrete is sufficiently cured~ c. Leave system and surrounding area broom clean. 703-4 METHOD OF MEASUREMENT Measurement of trench drain shall be the number of linear feet of trench drain constructed, and accepted, measured along the centerline of the completed trench. 703-5 BASIS OF PAYMENT Payment for the quantity of trench drain as described above will be made at the contract unit price per linear foot for trench drain, which price and payment shall be full compensation for furnishing all materials and for all preparation, excavation, including rock excavation, backfilling, connection and installation; and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item D-703-5.1 Trench drain aircraft rated ... ..... ~~~.. .......... ~......~..~Per linear foot MATERIAL REQUIREMENTS ASTM C 578-85 ASTM A 36 ASTM C 76 Type 8 expanded Polystyrene Structural carbon steel Reinforced concrete culvert, storm drains, and sewer pipe TRENCH DRAIN 0-703-5 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARLLEL TAXIWAY AND APRON EXPANSION ASTM C 150 ASTM A 536 Portland cement Ductile iron casting END OF ITEM D-703 TRENCH DRAIN 0-703-6 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM D-751 MANHOLES, CATCH BASINS, INLETS AND INSPECTION HOLES DESCRIPTION 751..1.1 This item shall consist of construction of manholes, catch basins,. inlets, mitered end sections, and inspection holes, in accordance with these specifications, at the specified locations and conforming to the lines, grades, and dimensions shown on the plans or required by the Engineer. These items shall conform to the latest edition (English Units) of the State of Florida Department of Transportation Design Standards for the Design, Construction, Maintenance and Utility Operations of the State Highway System (Topic No. 625-010-003) unless noted otherwise in the Project plans. MA TERIALS 751-2.1 MORTAR. Mortar shall consist of one part portland cement and two parts sand. The portland cement shall conform to the requirements of ASTM C 150, Type 1. The sand shall conform to the requirements of ASTM C 144. 751..2.2 CONCRETE. Plain and reinforced concrete used in structures, connections of pipes with structures, and the support of structures or frames shall conform to the requirements of Item P-610. 751-2..3 PRECAST CONCRETE PIPE MANHOLE RINGS. Precast concrete pipe manhole rings shall conform to the requirements of ASTM C 478. Unless otherwise specified, the risers and offset cone sections shall have an inside diameter of not less than 36 inches nor more than 48 inches. 751-2.4 FRAMES, COVERS, AND GRATES. The castings shall conform to one of the following requirements: a. Gray iron castings shall meet the requirements of ASTM A 48, Class 30B and 35B. b. Malleable iron castings shall meet the requirements of ASTM A 47. c. Steel castings shall meet the requirements of ASTM A 27. d. Structural steel for grates and frames shall conform to the requirements of ASTM A 283, Grade D. e. Ductile iron castings shall conform to the requirements of ASTM A 536. f. Austempered ductile iron castings shall conform to the requirements of ASTM A 897. All castings or structural steel units shall conform to the dimensions shown on the plans and shall be designed to support the loadings, aircraft gear configuration and/or direct loading, specified. Each frame and cover or grate unit shall be provided with fastening members to prevent it from being dislodged by traffic but which will allow easy removal for access to the structure~ All castings shall be thoroughly cleaned. After fabrication, structural steel units shall be galvanized to meet the requirements of ASTM A 123~ 751-2.5 STEPS. The steps or ladder bars shall be gray or malleable cast iron or galvanized steel. The steps shall be the size, length, and shape shown on the plans and those steps that are not galvanized shall be given a coat of bituminous paint, when directed. CONSTRUCTION METHODS 751-3.1 UNCLASSIFIED EXCA VA TION. a. The Contractor shall do all excavation for structures and structure footings to the lines and grades or elevations, shown on the plans, or as staked by the Engineer. The excavation shall be of sufficient size to permit the placing of the full width and length of the structure or structure footings shown. The elevations of the bottoms of footings, as shown on the plans, shall be considered as approximately only; and the Engineer may order, in writing, changes in dimensions or elevations of footings necessary to secure a satisfactory foundation. MANHOLES, CATCH BASINS, INLETS AND INSPECTION HOLES 0-751-1 MARCO ISLAND EXECUTIVE AIRPORT NOVEMBER 2008 PARALLEL TAXIWAY AND APRON EXPANSION b. Boulders, logs, or any other objectionable material encountered in excavation shall be removed. All rock or other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped, or serrated, as directed by the Engineer. All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed. When concrete is to rest on a surface other than rock, special care shall be taken not to disturb the bottom of the excavation, and excavation to final grade shall not be made until just before the concrete or reinforcing is to be placed~ c. The Contractor shall do all bracing, sheathing, or shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheathing, or shoring shall be included in the unit price bid for the structure. d. Unless otherwise provided, bracing, sheathing; or shoring involved in the construction of this item shall be removed by the Contractor after the completion of the structure. Removal shall be effected in a manner which will not disturb or mar finished masonry. The cost of removal shall be included in the unit price bid for the structure. e. After each excavation is completed, the Contractor shall notify the Engineer to that effect; and concrete or reinforcing steel shall be placed after the Engineer has approved the depth of the excavation and the character of the foundation material. 751-3.2 CONCRETE STRUCTURES. Concrete structures shall be built on prepared foundations, conforming to the dimensions and form indicated on the plans. The construction shall conform to the requirements specified in Item P-610. Any reinforcement required shall be placed as indicated on the plans and shall be approved by the Engineer before the concrete is poured~ All invert channels shall be constructed and shaped accurately so as to be smooth; uniform; and cause minimum resistance to flowing water. The interior bottom shall be sloped downward toward the outlet. 751-3..3 PRECAST CONCRETE PIPE STRUCTURES. Precast concrete pipe structures shall be constructed on prepared or previously placed slab foundations and shall conform to the dimensions and locations shown on the plans. All precast concrete pipe sections necessary to build a completed structure shall be furnished. The different sections shall fit together readily, and all jointing and connections shall be cemented with mortar. The top of the upper precast concrete pipe member shall be suitably formed and dimensioned to receive the metal frame and cover or grate, or other cap, as required. Provision shall be made for any connections for lateral pipe, including drops and leads that may be installed in the structure. The flow lines shall be smooth, uniform~ and cause minimum resistance to flow. The metal steps which are embedded or built into the side walls shall be aligned and placed at vertical intervals of 12 inches. When a metal ladder replaces the steps, it shall be securely fastened into position. 751..3.4 INLET AND OUTLET PIPES. Inlet and outlet pipes shall extend through the walls of the structures for a sufficient distance beyond the outside surface to allow for connections but shall be cut off flush with the wall on the inside surface, unless otherwise directedw For concrete or brick structures, the mortar shall be placed around' these pipes so as to form a tight; neat connection. 751..3.5 PLACEMENT AND TREATMENT OF CASTINGS, FRAMES, AND FITTINGS. All castings, frames, and fittings shall be placed in the positions indicated on the plans or as directed by the Engineer, and shall be set true to line and to correct elevation. If frames or fittings are to be set in concrete or cement mortar, all anchors or bolts shall be in place and position before the concrete or mortar is placed. The unit shall not be disturbed until the mortar or concrete has set. When frames or fittings are to be placed upon previously constructed masonry, the bearing surface or masonry shall be brought true to line and grade and shall present an even bearing surface in order that the entire face or back of the unit will come in contact with the masomy. The unit shall be set in mortar beds and anchored to the masonry as indicated on the plans or as directed and approved by the Engineer. All units shall set fmn and secure. MANHOLES, CATCH BASINSJ INLETS AND INSPECTION HOLES 0-751-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION After the frames or fittings have been set in final position and the concrete or mortar has been allowed to harden for 7 days, then the grates or covers shall be pl.aced and fastened down. 7S1-3~6 INSTALLATION OF STEPS~ The steps shall be installed as indicated on the plans or as directed by the Engineer. When the steps are to be set in concrete, they shall be placed and secured in position before the concrete is poured. When the steps are installed in brick masonry, they shall be placed as the masomy is being built. The steps shall not be di stur bed or used until the concrete or mortar has hardened for at least 7 days. After this period has elapsed, the steps shall be cleaned and painted, unless they have been galvanized. When steps are required with precast concrete pipe structures, they shall be cast into the sides of the pipe at the time the pipe sections are manufactured or set in place after the structure is erected by drilling holes in the concrete and cementing the steps in place. In lieu of steps, prefabricated ladders may be installed. In the case of brick or concrete structures, the ladder shall be held in place by grouting the supports in drilled holes. In the case of metal structures, the ladder shall be secured by welding the top support and grouting the bottom support into drilled holes in the foundation or as directed. 751-3.7 BACKFILLING. a. After a structure has been completed, the area around it shall be filled with approved material, in horizontal layers not to exceed 8 inches in loose depth, and compacted to the density required in Item P-152. Each layer shall be deposited all around the structure to approximately the same elevation. The top of the fill shall meet the elevation shown on the plans or as directed by the Engineer. b. Backfilling shall not be placed against any structure until permission is given by the Engineer. In the case of concrete, such permission shall not be given until the concrete has been in place 7 days, or until tests made by the laboratory under supervision of the Engineer establish that the concrete has attained sufficient strength to provide a factor of safety against damage or strain in withstanding any pressure created by the backfill or the methods used in placing it. c. Backfill shall not be measured for direct payment. Performance of this work shall be considered as an obligation of the Contractor covered under the contract unit price for the structure involved. 751-3.8 CLEANING AND RESTORATION OF SITE. After the backfill is completed, the Contractor shall dispose of all surplus material, dirt, and rubbish from the site~ Surplus dirt may be deposited in embankments, shoulders, or as ordered by the Engineer. The Contractor shall restore all disturbed areas to their original condition. After all work is camp leted, the Contractor shall remove all tools and eq ui pment, leaving the entire site free, clear, and in good condition~ 751-3.9 CLEANING-OUT OF NEW AND EXISTING STRUCTURES. All new and existing structures are to be kept clear of debris and silt at all times during construction. After completion of all earthwork actives and the placement of all sod and/or seeding and mulching and before final acceptance, all new and existing drainage structures within the project work area including manholes, catch basins~ inlets and inspection holes shall be cleaned of all silt, debris, etc. to the satisfaction of the Engineer. This may require the de-watering of the structures~ Care must be taken during this operation so as not to damage the structures or the surrounding areas. No addi tional payment will be made for this work. Any damage to the structure or surrounding areas will be repair by the Contractor to the satisfaction of the Engineer at no additional payment. METHOD OF MEASUREMENT 751..4.1 Manholes, catch basins, inlets, mitered end sections, and inspection holes shall be measured by the unit. MANHOLES, CATCH BASINS, INLETS AND INSPECTION HOLES 0..751-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION BASIS OF P A YlVIENT 751..5..1 The accepted quantities of manholes, catch basins, inlets, mitered end sections, and inspection holes will be paid for at the contract unit price per each in place when completed. This price shall be full compensation for furnishing all materials and for all preparation, excavation, backfilling and placing of the materials; furnishing and installation of such specials and connections to pipes and other structures as may be required to complete the item as shown on the plans; and for all labor equipment, tools and incidentals necessary to complete the structure. Payment will be made under: Item D-751-5.1 Inlet Type "G~'; Aircraft Rated - per each Item D-751-S.2 Manhole type J -7 aircraft rated - per each MATERIAL REQUIRElVIENT ASTM A 27 Mild to Medium-Strength Carbon-Steel Castings for General Application ASTM A 47 Malleable Iron Castings ASTM A 48 Gray Iron Castings ASTM A 123 Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strip ASTM A 283 Low and Intermediate Tensile Strength Carbon Steel Plates" Shapes, and Bars ASTM A 536 Ductile Iron Castings ASTM A 897 Austempered Ductile Iron Castings ASTM C 144 Aggregate for Masonry Mortar ASTM C 150 Portland Cement ASTM C 478 Precast Reinforced Concrete Manhole Sections AASHTO M 36 Zinc Coated (Galvanized) Corrugated Iron or Steel Culverts and Underdrains END OF ITEM D--7S1 MANHOLES, CATCH BASINS, INLETS AND INSPECTION HOLES D-751-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAX.IWAY AND APRON EXPANSION ITEM F -162 CHAIN-LINK FENCES DESCRIPTION 162-1.1 This item shall consist of furnishing and erecting a chain-link fence, and gates in accordance with these specifications and the details shown on the plans and in conformity with the lines and grades shown on the plans or established by the Engineer. MA TERIALS 162-2.1 CHAIN LINK FENCE FABRIC. The fabric shall be woven with a 9-gauge galvanized steel wire steel core wire in a 2-inch (50 rom) mesh and shall meet the requirements of ASTM A 392, Class 2. 162..2.2 BARBED WIRE. Barbed wire shall be 3-strand 12-1/2 gauge zinc-coated wire with 4-point barbs spaced not more than 5" (125 mm) on centers and shall conform to the requirements of ASTM A 121, Class 3, Chain Link Fence Grade. 162-2.3 POSTS, RAILS AND BRACES. Posts, rails, and braces furnished for use in conjunction with zinc-coated steel fabric shall be of zinc-coated s tee!, framework. Line posts, rails, and braces shall be galvanized steel pipe coated steel conforming to the requirements of ASTM F 1083. The steel used in all structural shapes shall conform to the requirements of ASTM A 572, Grade 45 and shall be galvanized in accordance with the requirements of ASTM F 1043, Type A.. The dimensions of the posts, rails, and braces shall be in accordance with Tables I through VI of Fed. Spec. RR-F-191/3. 162~2.4 WIRE TIES AND TENSION WIRES. Wire ties for use in conjunction with a given type of fabric shall be of the same material and coating weight identified with the fabric type. Wire ties to be 9 gage steel or aluminum alloy core wire. Tension wire shall be 7-gauge marcelled steel core wire with the same coating as the fabric type and shall conform to ASTM A 824. All material shall conform to Fed. Spec. RR - F-191/4. 162-2.5 MISCELLANEOUS FITTINGS AND HARDWARE. Miscellaneous steel fittings. and hardware for use with zinc-coated steel fabric shall be of conunercial grade steel or better quality, wrought or cast as appropriate to the article, and sufficient in strength to provide a balanced design when used in conj unction with fabric posts, and wires of the quality specified herein. Barbed wire support arms shall withstand a load of 250 pounds (113 kg) applied vertically to the outermost end of the arm. 162-2.6 CONCRETE. Concrete shall be of a commercial grade with a minimum 28-day compressive strength of 3,000 psi. No "bag mix" concrete is allowed. 162-2.7 MARKING. Each roll of fabric shall carry a tag showing the kind of base metal (steel, aluminum, or aluminum alloy number)~ kind of coating, the gauge of the wire, the length of fencing in the roll, and the name of the manufacturer. Posts, wire, and other fittings shall be identified as to manufacturer, kind of base metal (steel, aluminum, or alwninum alloy number), and kind of coating~ CONSTRUCTION l\1ETHODS 162..3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris which would interfere with the proper construction of the fence in the required location shall be removed a width of 2 feet (61 em) outside the CHAlN LINK FENCES F-162-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION fence centerline and 13' inside the fence centerline before starting fencing operations. The grading and leveling of the existing ground along the fence line for new fence construction will also be required. This will be required to keep the distance between the ground and the fence to a minimum. The addition or removal of soil will be required as part of this work. Stumps that do not need to be removed for the fence construction shall be "ground" to the ground line~ The cost of removing and disposing of the material shall not constitute a pay item and shall be considered incidental to fence construction. This will include any required fill material and/or removal from the site of any excess material. 162-3.2 INST ALLING POSTS. All posts shall be set in concrete at the required dimension and depth and at the spacing shown on the plans~ Posts should be spaced not more than 10 feet (3 m) apart and should be set a minimum of 36 inches (90 em) in concrete footings. The post holes shall be in proper alignment so that there is a minimum of 3 inches (75 mm) of concrete on all sides of the posts. See project plans for additional requirements.. The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall the posts be disturbed in any manner within 7 days after the individual post footing is completed. Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches (50 rom) larger than the greatest dimension of the posts shall be drilled to a depth of 12 inches (300 mm). After the posts are set, the remainder of the drilled hole shall be filled with grout, composed of one part Portland cement and two parts mortar sand. Any remaining space above the rock shall be filled with concrete in the manner described above. In lieu of drilling, the rock may be excavated to the required footing depthA No extra compensation shall be made for rock excavation or drilling and grouting into rock. 162-3.3 INSTALLING TOP RAILS. The top rail shall be continuous and shall pass through the post tops. The coupling used to join the top rail lengths shall allow for expansion. 162..3.4 INSTALLING BRACES. Horizontal brace rails, with diagonal truss rods and turnbuckles, shall be installed at all terminal posts. 162-3.a5 INSTALLING FABRIC. The wire fabric shall be finnly attached to the posts and braced in the manner shown on the plans~ All wire shall be stretched taut and shall be installed to the required elevations. The fence shall generally follow the contour of the ground, with the bottom of the fence fabric no less than 1 inch (25 mm) or more than 4 inches (100 mm) from the ground surface. Grading shall be performed where necessary to provide a neat appearance. At locations of small natural swales or drainage ditches and where it is not practical to have the fence conform to the general contour of the ground surface, longer posts may be used and multiple strands of barbed wire stretched thereon to span the opening below the fence. The vertical clearance between strands of barbed wire shall be 6 inches (150 mm) or less. Cost for this work shall be considered incidental to fence construction. 162..3,,6 ELECTRICAL GROUNDS.. Electrical grounds shall be constructed where a power line passes over the fence or at 500- foot (150 m) intervals. The ground shall be installed directly below the point of crossing~ The ground shall be accomplished with a copper clad rod 8 feet (240 em) long and a minimum of 5/8 inch (15 mm) in diameter driven vertically until the top is 6 inches (150 rom) below the ground surface. A No.6 solid copper conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence is groundedA Installation of ground rods shall not constitute a pay item and shall be considered incidental to fence construction. CHAIN LINK FENCES F-162..2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 162-3.7 FENCE SIGNAGE. As shown on the project drawings, a "NO TRESSPASSING" sign of the size and type shown on the plans will be required at all fence. 162-3.8 ' INSTALLATION - GENERAL. Installation of fencing shall be in accordance with the requirements of ASTM F 567 and this specification. METHOD OF MEASUREMENT 162-4.1 Chain-link fence will be measured for payment by the linear foot. Measurement will be along the top of the fence from center to center of end posts, excluding the length occupied by gate openings. BASIS OF PAYMENT 162-5.1 Payment for chain-link fence, will be made at the contract unit price per linear foot. The price shall be full compensation for furnishing all materials, and for all preparation, erection, and installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete the item. This will include the required clearing along the fence line and required "NO TRESSP ASSING" signs. Payment will be made under: Item F-162-5.1 7 - Ft Type "E" Gal v. Chain Link Fence w / Gal v. Posts, Top Rail, No.7 Ga. Bottom Tension Wire and 3 Strands of Galv. Barbed Wire on Type "I" Extension Arms (Fabric~ Posts and all Fence Parts Co ated in Black PV C, installed in Turf or Pavement) ........ .................... .......................... ...................... .... Per linear foot MATERIAL REQillREMENTS ASTM A 121 Zinc-Coated (Galvanized) Steel Barbed Wire ASTM A 123 Zinc (Hot Galvanized) Coatings on Products Fabricated from Rolled, Pressed) and Forged Steel Shapes, Plates~ Bars, and Strip ASTM A 153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware ASTM A 392 Zinc-Coated Steel Chain-Link Fence Fabric ASTM A 446 Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (physical) Quality ASTM A 569 Steel, Carbon (0.15 Maximum, Percent), Hot Rolled Sheet and Strip Commercial Quality ASTM A 570 Hot-Rolled Carbon Steel Sheet and Strip Structural Quality ASTM A 572 High-Strength Low-Alloy Columbium-Vanadium Steels of Structural Quality ASTM A 824 Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence ASTM B 117 Standard Test Method of Salt Spray (Fog) Testing ASTM F 567 Installation of Chain Link Fence CHAIN LINK FENCES F-162-3 MARCO ISLAND EXECUTIVE AIRPORT NOVEMBER 2008 PARALLEL TAXIWAY AND APRON EXPANSION ASTM F 668 Poly(vinyl Chloride)(pVC)-Coated Steel Chain-Link Fence ASTM F 900 Industrial and Commercial Swing Gates ASTM F 1043 Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework ASTM F 1083 Pipe; Steel, Hot-Dipped Zinc-coated (galvanized) Welded, for Fence Structures ASTM F 1234 Protective Coatings on Steel Framework for Fences Fed. Spec. Fencing~ Wire and Post; Metal (Chain-Link Fence Posts, Top Rails and Braces) RR-F-191/3 Fed. Spec. Fencing, Wire and Post, Metal (Chain-Link Fence Accessories) RR-F-191/4 END OF ITEM F-162 CHAIN LINK FENCES F.162-4 ITEM L-IOO SIGNAGE AND ELECTRICAL WORK DESCRIPTION 100..1.1 GENERAL. The electrical and mechanical work to be done under this Project shall include the furnishing of all supervision, labor materials, tools, equipment and all incidentals necessary to install cabling, underground duct, L-867 bases for signs, and guidance signs, in accordance with the Federal Aviation Administration Advisory Circular No. 150/5370-10C and 150/5340-18E. All items must be listed as approved in AC 150/5345-1 V or latest version in effect on the date of advertisement. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable FAA specification. The Contractor shall furnish written proof of FAA approval on all equipment covered by FAA specification~ All other equipment and material shall be subject to approval by the Engineer. The Federal Aviation Administration requires certification that the electrical equipment used in this project meets their requirements~ All equipment and materials installed on this Contract must be in strict accordance with the plans and specifi c ati ons ~ All work shall be performed in strict accordance with these contract specifications, drawings and any instructions furnished by the Engineer during execution of the work to aid in interpretation of the drawings or specifications. 100-1.2 SUMMARY OF THE WORK. The work to be performed shall include furnishing all labor, supplies, materials, equipment, plant, transportation, and services required to augment, move, install, and complete electrical work as specified herein and as shown on the contract drawings. This work shall include but is not limited to the following: (a) Maintain in operation all existing field electrical facilities and circuits while this improvement is in progress, including protection of airport personnel, aircraft, and vehicles; furnish and maintain temporary circuits and place augmented airport lighting into operation. Field lighting on active runways and taxiways shall be operable each night, each day when weather conditions require illumination, i.e. fog, rain, or when the airport calls an emergency. (b) Furnish and install ail new signs, foundations, base cans, secondary extension leads, ducts at the locations indicated and in accordance with specifications, ready for installation of cables. (c) Furnish and install all 2" PVC duct at the locations indicated and in accordance with specifications, ready for installation of cables. Excavation, backfill trenches, and install cable marking tape, in trench~ (d) Furnish and install new guidance SIgnS, fixtures, connectors, hardware and all inci dentals. (e) Remove existing sign fixtures and foundations. SIGNAGE AND ELECTRICAL WORK L-100..1 (f) Ground ail signs~ equipment, enclosures, regulators, controls and conduits installed under this contract as shown in the plans or as called for by the authority having jurisdiction. (g) Adjust finished grade as necessary to accommodate existing and new sIgn foundations to match existing ground. (h) Where new sign circuitry is to be extended from existing stake edge lights, remove the existing taxiway edge lights stake, concrete anchor and isolating transformer. Salvage and deliver edge lights and transformers as directed by the Engineer~ Non-salvage materials are to be disposed of by the Contractor. Reinstall a new L-867 base with concrete envelope, new L-861 T, and isolating transformer, reconnect sign cable back into circuit cables to close loop. (i) Permanently connect new regulators into the system as shown. U) Furnish and install new L-824, Type "C'~ cable, in duct or in conduit as required to complete each circuit. (k) All existing cables belonging to FAA, Weather Service~ or telephone and power companies shall be protected within the construction limits. All damaged cables shall be repaired by the Contractor. When working near cables used by the FAA for controlling air traffic, the Airways Facilities Representatives in the tower shall be notified when they plan to start and finish this work. (1) Guarantee as required by the Performance and Maintenance Bond~ (m) Other items required to complete foregoing. The omission of express reference to any parts necessary for or reasonable incidental to the complete installation shall not be construed as releasing the Contractor from furnishing such parts ~ Unless otherwise specified~ the Contractor shall submit his progress schedule for the Engineer~ s approval within 10 days after the effective date of the notice to proceed~ The Contractor's progress schedule, when approved by the Engineer, may be used to establish major construction operations and to check on the progress of the work~ The Contractor shall provide sufficient materials~ equipment, and labor to guarantee the completion of the project in accordance with the plans and specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the contract time and modify his operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule~ Should the prosecution of the work be discontinued for any reason, the Contractor shall notify the Engineer at least 48 hours in advance of resuming operations~ A minimum of three (3) working days advance notice shall be given to the Engineer and approval received for any disconnections or shutdowns. The plans are diagrammatic. Locations of equipment to be installed are shown in the plans, but the actual installation will depend on field conditions and the nature of the equipment furnished~ When conditions which will adversely affect the installation become apparent, the Engineer shall be notified in writing. The Contractor shall provide task lighting for night work. Task lighting shall be adequate to accurately see the task being performed~ Refer to IES reconunended illumination levels. Task lighting must not cause glare or confusion for the pilots. SlGNAGE AND ELECTRICAL WORK L-100-2 All items of general work required, such as excavation, cutting~ patching, etc~, shall be included in this Contract. Installation shall be performed by experienced and skilled persons to obtain only the best workmanship. All equipment shall be set square and true with construction~ The work shall be under constant supervision by the Contractor or by an authorized and competent foreman with five years experience until completion. The Contractor shall at all times keep the construction areas free from accumulations of waste material and rubbish, and prior to completion of work, remove any rubbish from and about the project, and all tools, reels, equipment, and materials not a part of the project Upon completion of the construction, the Contractor shall leave the work and premises in a clean~ neat, and workmanlike condition satisfactory to the Engineer~ The Contractor shall be responsible for the proper performance in all respects, in whole and in part, of the electrical equipment until acceptance of the entire work by the Engineer. The electrical construction and installation shall be complete, and the Contractor shall furnish all equipment necessary for the satisfactory installation and operation of electrical apparatus and for the operation of the electrical system as indicated, whether specifically mentioned or not 100-1.3 DRAWINGS. The drawings indicate the extent and general layout of the sign system, arrangement of circuits, cables through ducts~ connections to existing circuit cables, and other work. Field verification of scale dimensions is required to determine actual locations, distance, and levels. No extra compensation will be allowed because of differences between work shown on the drawings and measurements in the field. The Contractor shall check the plans and specifications and, if any portion of the work is found to be omitted, unclear, or in error, the Contractor shall immediately notify the Engineer~ The direction of the Engineer shall be followed and the work completed accordingly. The plans and specifications are complementary and what is called for in either one shall be binding as if called for in both. Where a disagreement exists between the plans and specifications, the specifications shall govem~ Any discrepancies between the drawings, Advisory Circulars, and field conditions must be resolved with the Engineer before proceeding. All agreements shall be verified in writing~ Detail dimensions shown on the plans are approximate and shall be field verified before construction. All differences shall be submitted to the Engineer in writing before construction begins. 100-1.4 SHOP DRAWINGS. Before any equipment is ordered or commencement of installation of the electrical system, a complete schedule of materials and detailed shop drawings covering all items of equipment proposed for installation shall be submitted for approval by the Engineer. Shop drawings shall include but not be limited to; Physical dimensions and weights of all equipment, Operating ratings and specifications of all equipment, Terminal block interconnections between all major items of equipment, Regulators and Wire Way Layouts~ The schedule shall initially include eight sets of catalog cuts, diagrams, drawings, brochures, or other such descriptive data as may be required by the Engineer. No equipment shall be ordered or put into SIGNAGE AND ELECTRICAL WORK L-1 00003 manufacture until these shop drawings or brochures have been approved by the Engineer. The Engineer will be allowed ten (10) calendar days to review all shop drawings or brochures. The Engineer's review shall be based on a complete submittal covering all items to be furnished and installed under the contract. In the event any items or material or equipment contained in the schedule fail to comply with specification requirements, such items will be rejected. 100~1.S SITE CONDITIONS. The existence of any known buried wires, conduits~ pipes, ducts or other facilities is shown in a general way only. It will be the duty of the Contractor with the help of airport personnel to visit the site and make exact determination of the existence and location of any facilities prior to commencing any work. It is understood that he will be responsible for making the exact detennination of the location and condition of such facilities. Any costs shall be paid for by the Contractor. When excavating and trenching within the vicinity of existing cables or other utilities, the Contractor shall employ hand excavation to avoid damage. Any damage caused by the Contractor to known systems shall be repaired by the Contractor at his own expense and to the satisfaction of the Engineer~ It shall be the Contractor's responsibility to verify the exact locations of existing systems and utilities shown on the drawings. Additional utilities and systems not shown on the drawings may exist; and it shall be the Contractor's responsibility to research existing above and below ground conditions. Where an unknown utility is discovered, provide labor and materials as needed to establish identity and use of the utility~ Existing drawing sets will be released upon written request to the Consultant. Prior to trenching verify that the trench route is free of metallic utilities by searching with a metal detector. Verify location of existing utilities through careful excavation or by impressing an identification signal (if acceptable to cable owner) at an accessible location and following the path of the utility with a signal tracer. Where necessary to prevent damage to utilities excavate soil by hand. All items damaged by the Contractor's workers or his equipment shall be replaced immediately at his expense. 100-1.6 CODES. The Contractor shall comply with all ordinances, laws, regulations, and codes applicable to the work involved. This does not relieve the Contractor from furnishing and installing work shown or specified which may be beyond the requirements of such ordinances, laws, regulations, and codes. Regular inspections shall be requested by the Contractor as required by any and all regulations. All charges for the inspection called for by regulating agencies of installation or plans and specifications shall be paid by the Contractor. 100-1.7 PERMITS. The Contractor shall procure and pay for all pennits and fees prior to the start of any work~ 100-1.8 MAINTENANCE AND OPERATING INSTRUCTIONS. The Contractor shall provide the Owner with complete instructions in the proper care and operation of the equipment installed under this contract This is considered as part of the final inspection, and final acceptance will not be given until the Owner's representative is knowledgeable about the system~ 100-1.9 MAINTENANCE AND OPERATING MANUAL. The Contractor shall collect and assemble details, instructions, schematics of actual equipment and operation, and directions supplies SIGNAGE AND ELECTRICAL WORKm L-100-4 by the manufacturer with all equipment Final acceptance of the work will be withheld until such data has been presented complete to the Engineer for transmission to the Owner. 100..1.10 AS..BUILT DRAWING NOTES. The Contractor shall mark up one set of blue line prints to show the as-built conditions which differ from the original. The Engineer will furnish a newly printed set of blueline drawings for this purpose. As-builts shall be kept up daily and initialed off by Contractor and Engineer's inspector weekly. There shall be sufficient detail, including station numbers, markers, panel circuit numbers, etc.~ to allow for easy location and correcting tracings~ This work shall be completed and accepted by the Engineer before approval of final payment 100-1.11 INSTALLATION METHODS. All electrical materials, construction methods, and installation shall be in accordance with applicable Federal Aviation Administration's advisory circulars, the latest edition, including amendments, of the currently adopted edition of the National Electrical Code~ 100-1.12 SAFETY RULES. The Electrical Safety Rules shall be observed and complied with in every detail, and any violation thereof shall be cause for immediate termination of the Contractor's authority to proceed with the work and recourse to his Surety for completion of the Project The Electrical Safety Rules are as follows: a. The Contractor shall be responsible for conforming with the safety requirements of Appendix 1 of AC 150-5370-2E. b. Electrical circuits, operating over 300 volts~ phase-to-ground shall be de-energized before work is accomplished thereon. Work on energized systems shall be accomplished by trained personnel, properly insulated, and done with extreme caution. c. Electrical circuits shall be considered de-energized only when one of the following conditions exists: (1) Switches connecting subject circuit to the energy supply are observed in the OPEN position, with an air break, and safety-tagged (padlocked) in the OPEN position; (2) Electronically operated switches are visibly OPEN, blocked or racked in the OPEN position, and safety-tagged OPEN; (3) Whenever the supply circuit break is not visible and clearly identified, the circuit shall be grounded. The ground connection shall be safety-tagged before work thereon, when the ground connection is not within sight of the work area9 d. Use of Red Safety Tags: (1) Safety tags shall be filled out and connected to any switch or equipment opened for protection of personnel working upon circuits connected thereto. (2) Safety tags shall be removed onlv by the employee who placed the tag, or by another employee designated in writing by the employee who placed the tag, to remove the tag. Removal of a safety tag placed by an employee not available at the time of need to remove, may be authorized by the Electrical Superintendent or his designated representative, only after carefully checking that the circuit is ready to be energized. SIGNAGE AND ELECTRICAL WORK L..10Q-5 (3) Equipment with a safety tag attached shall not be operated, and connections with a safety tag attached shall not be changed. (4) Insulated cables, operated at over 300 volts to ground shall be handled, when energized, only with rubber gloves testes to 15,000 volts. (5) Insulated cables, which have been in operation, shall be cut only with a grounded cable shears, or shall be grounded by driving a grounded sharp tool through the shielding and the conductors before cutting. (6) All personnel working around energized electrical equipment operating at over 300 volts shall wear standard insulated, non-conducting hard hats, and shall wear no garments with metallic zipper fasteners. (7) Ladders used in any electrical work shall be of wood or fiberglass construction. 100-1.13 CONSTRUCTION SEQUENCING. The existing system must remain in operation until the new system is in place, operational, and tested. During construction, the faces of the new signs shall be concealed from view. The new signs shall be concealed with opaque canvas tarpaulins securely wrapped with nylon rope to withstand jet blast and protect signs~ After cutover of the new system, all existing signs must be removed or concealed within 12 hours. For projects involving electrical energy or other hazardous energy sources, the contractor shall submit a copy of their Lockoutffagout program which meets the requirements of 29 CPR 1910.331, Safety Related Work Practices (OSHA). During the performance of electrical work, it is recommended that an unannounced inspection by performed by the airport sponsor or his agent to determine if the LockoutITagout program is being followed. Immediate action shall be taken to correct noncompliance, including suspension of work when necessary. 100-1.14 QUALITY ASSURANCE. (a) Workmanship. Workmanship shall be consistent with the best commercial practices for installation of this type~ (b) Materials. Materials and equipment shall be specified herein. When materials are used that are not specifically designated herein, they shall be in accordance with the best industry standards and practices for equipment of this type~ All components and parts shall be suitable for operation under the environmental conditions specified herein. Metal parts shall be either inherently corrosion- resistant or shall be suitably protected to resist corrosion or oxidation during extended service life. (c) Parts Rating. All parts shall be of adequate rating for the application and shall not be operated above the parts manufacturer's recommended ratings. (d) Environmental Conditions. The equipment installed outdoors shall be designated for continuous outdoor operation under the following environmental conditions: (1) Temperature - Any ambient temperature from minus 200P to plus 120oF~ (2) Altitude - 4 MSL~ SIGNAGE AND ELECTRICAL WORK L-1 oo~ (3) Humidity - Up to 100 percent. (4) Sand and Dust - Exposure to Windblown sand and dust particles. (5) Wind - Operation at wind velocities up to 200 mph as per FAA AC 150/5345-14E per hour. (6) Water - Components provided for underground installation, directly buried or installed in underground housing, shall be suitable for continuous operation submerged in water. 100~2.1 GENERAL. EQUIPMENT AND MATERIALS a. Airport signage equipment and materials covered by Federal Aviation Administration (FAA) specifications shall have the prior approval of the FAA, and be listed in Advisory Circular (AC) 150/5345-1 V, Approved Airport Equipment or by Testing Lab. 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. Whenever Underwriters Laboratories has a published standard applicable to the equipment furnished for this contract~ the furnished equipment shall be listed by UL. c. Materials and equipment shall be as specified herein~ When materials are used that are not specifically designated herein, they shall be in accordance with the best industry standards and practices for equipment of this type. All components and parts shall be suitable for operation under the environmental conditions specified herein. Metal parts shall be either inherently corrosion- resistant or shall be suitably protected to resist corrosion or oxidation during extended service life. d. Prior to purchasing materials, the Contractor shall submit a list of materials as described in L- 100. e. Material requirements shall comply with the following FAA AC: AC 150/5345-1V AC 150/5370-2E AC 150/5370-10C MIL-P-1523-88 TI-P-641F AC 150/5340-18E AC 150/5345-10F AC 150/5345-42F AC 150/5345-44H AC 150/5345-47B Airport Approved Equipment Operational Safety on Airports During Construction Standards for Specifying Construction of Airports Wash Primer Specification Type II, Base Paint, Zinc-Rich Taxiway Guidance Sign System Regulators, Constant Current, L-828 and L-829 Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories Specification for Taxiway and Runway Signs Isolation Transformers for Airport Lighting Systems lOOM2.2 HARW ARE CORROSION PROTECTION. In order to prevent deterioration due to corrosion, all bolts, nuts, studs, washers, pins, terminals, springs, hangers and similar fastenings and SIGNAGE AND ELECTRICAL WORK L-100-7 fittings shall be of an approved corrosion-resisting material and/or be treated in an approved manner to render it adequately resistant to corrosion. All hardware such as cap screws, set screws, tap bolts, nuts, washers, etc., shall be of stainless steel type 304, SAE grade 2, if they are used outdoors unless specified otherwise on the plans. Brass, bronze, or hot-dip galvanized ferrous hardware (per ASTM, Specification A 153) will be considered for indoor use. All bolts, screws~ nuts, etc., shall be coated with a layer of "Never seize" compound. All ferrous metalwork shall be galvanized. If any galvanizing is damaged, the metal work shall be refinished by cleaning, treating with one coat of wash primer conforming to Federal (military) specification MIL-P-1523-88, and shall be given one shop coat of zinc-rich base paint (zinc dust paint) conforming to Federal Specification TT-P-641F Type II, inunediately when the wash primer is dry. 100-2.3 SIGNS. Provide signs with lamp failure bypass option to allow the continued operation of remaining lamps if one lamp fails. 100-2.3.1 TAXIW A Y GUIDANCE SIGNS. Taxiway guidance signs shall meet the requirements of AC 150/5345-44H, Type L-858R, L-858L and L-858Y, Size 2~ Class 1. Signs connected to existing circuits shall match 6.6 Amp, shall be style 2 for a 3-step regulator and style 3 for a five step~ 6.6 Amp regulator.. Signs shall be internally illuminated with frangible couplings grounding lug outside and a tether strap. Signs shall be colored as defined by the plans and Advisory Circulars. Sign lengths shall vary as necessary to accommodate the legends as defined on drawings. 100-2.3.2 CONCRETE PADS. Signs concrete pads shall be as shown on the plans~ Exposed concrete surface shall be finished smooth with a steel trowel or rubbed to a smooth finish~ All horizontal edges shall be chamfered. Place sign anchor bolts with use of a template for correct position~ Grade level shall be brought even with surface of concrete pad by use of earth for a minimum of 10 feet from pad. 100-2.3.3 LEVELING. During construction of sign pad, the base can shall be adjusted and firmly held in place so that the machined upper surface of the base flange will be level within 2 degrees and protrude not more than 1,4 inch above the surface of pad. All other bearing areas for additional flange supports shall be in the same horizontal plane as transformer base flange~ 100..2.3.4 CABLE ENTRANCE. The cable entrance to the sign fixture shall be through the conduit (with bushings) into the L-867' base in the sign foundation as shown on the plans.. All connections shall be watertight.. 100-2.3.5 CABLE CONNECTIONS (SPLICES). In making cable connections to signs, install new 2" pve duct with cable underground to existing light, install two new L824 Type C cables, #8 5KV in PVC, leaving slack cables inside the base to pemrit all connections to be made above ground. Cable connections (splices) to the transformer or fixture shall be made as described in section L-I08~ 100-2.3.6 ASSEMBLING UNIT. Assemble signs and install on pad in accordance with manufacturer's installation instructions. Install lamps of proper rating in the fixture~ 100-2.3.7 SIGN ISOLATION TRANSFORMERS. All isolating transformers shall meet the requirements of Ac 150/5345-47B.. All transformers shall be 60 hertz and rated for 6..6 amp. primary and 6.6 secondary amps for Style 2 and 3 signs.. Provide isolation transformers necessary to operate the number of lamps in each sign as reconunended by the sign manufacturer. Provide manufactured SIGNAGE AND ELECTRICAL WORK L-100-8 secondary jumper cables as necessary to connect the sign power lead to the transformer secondary Ie ad~ lOO~2.3.8 SUBMITTAL. Submit manufacturer's rough-in drawings and any modifications necessary to foundation shown on contract drawings (include costs in bid) for approval. Include sign parts list, volt-ampere consumption~ lamp data, and wiring diagram. 100-2.3.9 TAXIWAY EDGE LIGHT, STAKE MOUNTED, WHERE POWER IS TAKEN FOR NEW SIGN. a. Taxiway Edge Lights. Remove the existing taxiway edge light stake mounted and install a new L-861 base mounted light in its place. Existing base mounted light shall remain and hole drilled through the concrete envelope and base for a 2" pve Duct~ Type II to enter. The cables from the sign shall be connected into the circuit loop in these bases for power to the sign~ 100..2.4 BASE CANS. All base cans shall meet the requirements of AC 150/5345-42F, type L- 867, size B, class 1, 24" deep. Provide spacer rings as needed to level the steel cover with surrounding concrete~ Provide a flat ring gasket to improve water tightness~ Provide steel cover. Cans shall be ordered with holes to accommodate the raceways indicated on the plans. Provide nylon grommet at each hole. 100-2.5 CONCRETE. Concrete shall conform with 3000 psi minimum compression strength. 100-2.6 DUCT. Duct shall conform to Item L-IIO. 100-2.7 CABLE IDENTIFICATION TAGS. The cable identification tags shall conform to item L-I08. 100-2.8 LAMPS. All lamps shall be new, wattage to match, as shown on the plans. 100~2.9 SIGN LAMPS. Shall be quartz for RDR signs~ Lamps for other Guidance signs shall be quartz, and suitable for 6~6A series circuit Set guidance sign transformer to provide an operating life in excess of 26,000 hours and 6.6A (max) output or as specified by the Engineer. 100-2.10 CABLE CONNECTIONS (SPLICES). Cable connections shall conform to item L- 108~ 100~2.11 GROUND RODS. %" x 10' ground rods shall be located at each sign except for %" x 20' ground rod shall be located at RIW distance sign and Mandatory Sign. 100~2.12 BARRICADES. Place barricades around the construction limits of each Area, across Runway and Taxiway closures, and around excavation for the sign foundation until the ground line has been replaced~ The flashers are battery operated. 100-2.13 SIGN DEMOLITION. Remove existing sign and transformer and deliver to owner as directed by the Engineer~ Remove wire feeding sign back to nearest source junction box or light fixture(s). Remove existing foundation, haul away and restore ground as shown on the plans. 100-2.14 INTERRUPTIONS. Interruptions of runway and taxiway lighting or signage circuits may be necessary during construction. The Contractor shall provide a reliable shunt cable to provide SIGNAGE AND ELECTRICAL WORK L..100.9 temporary continuity of service to runway and taxiway lights or signs during construction where required. The Contractor shall not interrupt any circuit or perform any work that might endanger any circuit until approval of the Engineer has been received~ Temporary cables shall be protected and identified as a hazard. The Contractor shall be responsible for installing, maintaining, protecting, and removing all required temporary jumper cables used to maintain power to electrical circuits. For the permanent installation, all temporary connection and Ie-routing of circuits shall be replace with new materials installed in accordance with the specifications and as shown on the plans. The Contractor shall remove all circuit cables from their respective power sources in the vault before working on the cables in the field. All such cables shall be so marked at the point of disconnection to prevent accidental reconnection. This work is incidental to the electrical work and no separate payment will be made~ 100-2.15 SALVAGE. Except as otherwise specified or indicated on the drawings, all electrical materials and equipment to be salvaged or "stored" shall become the property of the Airport, and shall be moved by the Contractor to a site at the airport designated by the Engineer~ All wastes such as removed asphalt, concrete, excess dirt, conductors, base cans, etc~, shall become property of the Contractor and shall be disposed of by the Contractor, in compliance with all applicable environmental standards. 100-2.16 TESTING. All materials and finishes are subject to testing. Material inspection and testing, and strength tests on the concrete will be performed by the Contractor at no expense to the Owner. The testing of electrical equipment shall conform to the description of the individual specification sections. 100-2.17 INSPECTION. Provide for electrical inspections by the authority having jurisdiction. No work shall be concealed or enclosed until after inspections. If work is concealed or enclosed without inspection and approval, the Contractor shall be responsible for all expense and work required to open and restore the concealed area in addition to all required modifications~ The installation of all equipment will be inspected by a representative of the Engineer while being installed. Before the acceptance inspections and tests are to be made, the Contractor shall notify the Engineer by written notice when he is ready ~ The completed systems shall be operated from sunset to sunrise each night for a period of one week prior to acceptance test During this trial operation, the Contractor shall correct any defects which may develop, at no extra cost Mill inspection will be waived, and the materials accepted upon certified copies of all mill reports identifying the material specification requirements. Copies of order bills and test reports shall be furnished as requested. 100-2.18 WARRANTY. The Contractor shall provide a written I-year warranty guaranteeing all work installed under this contract It shall cover all parts and labor against defective parts or workmanship necessary to repair or bring into proper operation any equipment, including, but not limited to, fixtures, transformers, regulators, switches, signs, circuit breakers, conduit system, base cans and foundations. The regulators shall be guaranteed under the terms of the manufacturer's standard warranty for a period of two years and shall cover full parts and labor~ The warranty shall SIGNAGE AND ELECTRICAL WORK L-10Q-10 start upon the acceptance of all work as accepted by Engineer. Final payment will be withheld until receipt of the warranty by the Contractor. CONSTRUCTION METHODS 100-3.1 GENERAL. Installation shall be performed by experienced and skilled persons to obtain only the best workmanship. All equipment shall be set square and true with construction. The work shall be under constant supervision, until completion, by the Contractor~ or by an authorized and competent foreman with five (5) years experience in airfield electrical systems. The Contractor shall be a licensed Electrical Contractor or General Contractor in the state of Florida with at least five (5) years experience in airfield electrical systems. The installation and testing to be performed under this item shall be as specified in the applicable advisory circulars. Correct placement of the signs, assemblies~ and edge lights are of prime importance; to achieve this, careful attention to detail is required~ The installation must be made with utmost care to avoid costly remedial action. Heat shrinkable rubber sleeves shall be installed over all connections and splices~ Workmanship shall be consistent with the best commercial practices for installation of this type~ The Engineer shall review each individual sign location and make adjustments as needed to compensate for the true rotation of the sign, before the Contractor can proceed with the digging and pouring of concrete. The Contractor will be held responsible for the correct leveling, adjustment and orientation of all signs installed by him. The workmanship shall be first class and in accordance with the highest standards of the electrical industry. The installations and adjustments shall be made by competent electricians~ Conduits entering base cans shall extend 1-1/2H into the can to allow for thermal contraction and expansion, as shown on plans. METHOD OF MEASUREMENT 100-4.1 Equipment to be paid for under this item shall consist of all equipment installed, connected, and accepted as a complete unit ready for operation and accepted as satisfactory by the Engineer. 100..4.2 Conduit beyond or outside of sign foundations base shall be paid for under Item L-I10~ BASIS OF PAYMENT 100-5.1 Payment for items in L-IOO shall be included as incidental to pay items in L sections except for the items listed below. These items shall include all incidentals as necessary to provide and place into operation a complete signage system~ Payment will be made under: SIGNAGE AND ELECTRICAL WORK L-100..11 L-IOO-A L-IOO-B L-IOO-C Guidance sign, one module, single face, size 1, complete with foundation. This shall include new foundation, L-867 base, brick, secondary extension lead cable, frangible couplings, lamps, L-823 connectors, anchor bolts~ setting of anchor bolts, conduit, tether, grounding identification tag and all incidentals. . ~............. ~.................................................... ............ ~... ~.. Per each Guidance sign, two modules, single face, size 1, complete with foundation. This shall include new foundation, L-867 base, brick, secondary extension lead cable, frangible couplings, lamps, L-823 connectors, anchor bolts~ setting of anchor bolts, conduit, tether, grounding identification tag and all inciden tals. ~................................... ~ ~ ~ . .. ~ . .. ~ . . . . ~ . . . . . .. . . .. . .. . . .. . . .. .. . .. . . . . . . . .. .. .. . . .. . . Per each Guidance sign, three modules, double face, size 1, complete with foundation. This shall include new foundation, L-867 base, brick, secondary extension lead cable, frangible couplings, lamps, L-823 connectors, anchor bolts, setting of anchor bolts, conduit, tether, grounding identification tag and all incidentals. ~.. ~............. ~.................................................. ............... ~.... ~ Per each END OF SECTION L~100 L-100-12 SIGNAGE AND ELECTRICAL WORK NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM L-I08 UNDERGROUND POWER CABLE FOR AIRPORTS DESCRIPTION 108...1.1 This item shall consist of furnishing and installing underground cable in accordance with these specifications at the locations shown in the plans. This item shall include the excavation and backfill of the trench and the installation of cable and counterpoise wire in trench, duct or conduit. It shall include splicing, cable marking, and testing of the installation 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 the duct or conduit EQUIPMENT AND MATERIALS 108-2.1 GENERAL a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall have the prior approval of the FAA, and are listed in Advisory Circular (Ae) 150/5345-53, current version. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer1s certification of compliance with the applicable specification, when requested by the Engineer. 108-2.2 CABLE. Underground cable shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits. If telephone control cable is specified~ copper shielded, polyethylene insulated and jacketed, No. 19 A WG telephone cable conforming to the United States Department of Agriculture, Rural Electrification Administration (REA) Bulletin 345-14, REA Specification for Fully Color-Coded~ Polyethylene Insulated, Double Polyethylene-Jacketed Telephone Cables for Direct Burial, shall be used. Where counterpoise conductors are to be installed and where soil conditions would adversely affect bare copper wire, thermoplastic wire conforming to Fed. Spec~ J-C-30, Type TW, 600 volt, may be used. Cable type, size~ number of conductors, strand and service voltage shall be specified in the plans and/or proposal. 108-2.3 BARE COPPER WIRE (COUNTERPOISE). Bare copper wire for counter-poise installations shall be stranded wire conforming to ASTM Specifications B 3 and B 8. Counterpoise wire embedded in trench concrete backfill material shall be No.6 stranded bare copper type THEN, 600 volt, nylon jacketed PVC insulated conforming to Federal Specification J -C-30~ 108-2.4 GROUND ROD. Ground rods shall be copper. 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 em) long nor less than 5/6 inch (15 nun) in diameter~ 108-2.5 CABLE CONNECTIONS. In-line connections of underground primary cables shall be of the type called for in the plans or in the proposal, and shall be one of the types listed below. When the UNDERGROUND POWER CABLE FOR AIRPORTS L-10B-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION plans or the proposal permit a choice of connection, the Contractor shall indicate in the bid the type of connection he proposes to furnish. a. The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equal to that manufactured by Minnesota Mining and Manufacturing Company, "Scotchcastlf Kit No. 82--B, or as manufactured by Hysol Corporation, "Hyseal Epoxy Splicell Kit No. E1135, or equivalent, for potting the splice is approved. TIns means of splicing is the only type approved for telephone control cable. b. The Vulcanized Splice. A vulcanized splice employing Joy Manufacturing Company's Vulcanizing Kit No. X-1604-8 or equal is approved for field vulcanized splices. The proper molds for various cable sizes shall be used. c. 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 approved for field attachment to single conductor cable. d. The FactorYMMolded Plug-in Spliceoa Specification for L-823 Connectors, Factory- Molded to Individual Conductors, are approved. e. The Taped Spliceoa Taped splices employing field-applied rubber, or synthetic rubber tape covered with plastic tape are approved. The rubber tape should meet the requirements of Mil. Spec. MIL- 1-3825 and the plastic tape should comply with Mil. Spec. MIL-I-7798 or Fed. Spec. HH-I-595. 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. No. 19 A WG telephone control wires may be connected by means of wrapped and soldered splice, 3M Company Moisture Proof UR Type Connector, or equal, or by a method approved by the Engineer. 108..2.6 CONcRETE. Concrete shall conform to Florida department of Transportation (FDOT) "Specification for Road and Bridge Construction" Section 345, Class I, with a minimum 28-day compressive strength of 3,000 psi. The concrete supplier (ready-mix company) shall submit a certification to the Engineer prior to start of work that all concrete delivered meets the requirements of Section 345 for Class I concrete with a minimum 3000 psi compressive strength. Each truckload of ready-mix delivered must be accompanied with the certification stipulated in Section 345-43. Failure to provide the certifications shall result in the concrete being rejected. CONSTRUCTION METHODS 108-3.1 GENERAL. The Contractor shall install the specified cable at the approximate locations indicated in the airport lighting layout plans'~. The Engineer shall indicate specific locations. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual insulating 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 in the plans. 108..3.2 INSTALLATION IN DUCT OR CONDIDT. This item includes the installation of the cable in duct or conduit as described below. The maximum number and voltage ratings of cables installed in each 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 having jurisdiction. UNDERGROUND POWER CABLE FOR AIRPORTS L-108-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION The Contractor shall make no connections or joints of any kind in cables installed in conduits or ducts. The duct or conduit shall be installed as a separate item in accordance with Item L-I10, "Installation of Airport Underground Electrical Duct. U The Contractor shall make sure that the duct is open, continuous, and clear of debris before installing cable. 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 sealed with moisture-seal tape 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 duct under the same contract, all cable shall be pulled in the duct at the same time. The pulling of a cable through ducts or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Pulling tensions should be governed by recommended standard practices for straight pulls or bends. A lubricant recommended for the type of cable being installed shall be used where pulling lubricant is required. Duct or conduit markers temporarily removed for excavations shall be replaced as required. 108-3.3 TRENCHING. Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for cables may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed~ Road patrols or graders shall not be used to excavate the trench with their blades. The bottom surface of trenches shall be essentially smooth and free from coarse aggregate. Unless otherwise specified, cable trenches shall be excavated to a minimum depth of 18 inches (45 em) below finished grade, except as follows: a. When off the airport or crossing under a roadway or driveway, the minimum depth shall be 36 inches (90 em) unless otherwise specified. b. Minimum cable depth when crossing under a railroad track~ shall be 42 inches (105 em) unless otherwise specified. The Contractor shall excavate all cable trenches to a width not less than 6 inches (150 mm). The trench shall be widened where more than two cables are to be installed parallel in the same trench. Unless otherwise specified in the plans, all cables in the same location and running in the same general direction shall be installed in the same trench. When rock excavation is encountered, the rock shall be removed to a depth of at least 3 inches (75 mm) below the required cable 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 (6 mm) sieve. The Contractor shall ascertain the type of soil or rock to be excavated before bidding~ All excavation shall be unclassified. 108-3.4 INST ALLA TION IN TRENCHES. The Contractor shall not use a cable plow for installing the cable. Mechanical cable-laying equipment may be used in conjunction with a trenching machine if specified on project plans and specifications; and it should provide for physical inspection of cable prior to backfilling. Sharp bends or kinks in the cable shall not be pennitted~ Cables shall be unreeled in place alongside or in the trench and shall be carefully placed along the bottom of the trench. The cable shall not be unreeled and pulled into the trench from one end. Where two or more cables are laid parallel in the same trench, they shall be placed laterally a minimum distance of 3 inches (75 mm) apart, and the trench shall be widened sufficiently to accomplish this~ UNDERGROUND POWER CABLE FOR AIRPORTS L..1 08...J NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Cables crossing over each other shall have a minimum of 3-inch (75 nun) vertical displacement with the topmost cable depth at or below the minimum required depth below finished grade. Not less than 1 foot (30 em) of cable slack shall be left on each side of all connections, insulating transformers, light units, and at all other points where cable is connected to field equipment The slack cable shall be placed in the trench in a series of S curves. Additional slack cable shall be left in runway light bases, handholes, manholes, etc., where it is required to bring the cable above ground level to make connections. The amount of slack cable shall be stipulated by the Engineer, or as shown in the plans and specifications. 108-3.5 BACKFILLING. After the cable has been installed, the trench shall be 3 inches (75 rom) deep, loose measurement~ and shall be either earth or sand containing no mineral aggregate particles that would be retained on a 1/4-inch (6 m) sieve. This layer shall not be compacted~ The second layer shall be 5 inches (125 mm) deep, loose measurement, and shall contain no particles that would be retained on a I-inch (25.0 mm) sieve. The remainder of the backfill shall be excavated or imported mineral and shall not contain stone or aggregate larger than 4 inches (100 mm) maximum diameter. The tlrird and subsequent layers of the backfill shall not exceed 8 inches (200 mm) in maximum depth, loose measurement. The second~ and subsequent layers shall be thoroughly tamped and compacted to at least the density of the adjacent undisturbed soil, and to the satisfaction of the Engineer. If necessary to obtain the desired compaction, the backfill material shall be moistened or aerated as required. Trenches shall not be excessively wet and shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface, except that when 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. l08M3.6 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction, and other work shall be restored to its original condition. The restoration shall include any necessary topsoiling, fertilizing, liming, seeding, sodding, sprigging or mulching. All such work shall be performed in accordance with the FAA standard turfmg specifications~ the Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. 108-3.7 CABLE MARKERS. The location of runway light circuits shall be marked by a concrete slab marker, 2 feet (60 em) square and 4 inches (100 nun) thick, extending approximately 1 inch (25 nun) above the surface. Each cable run from the line of runway lights to the equipment vault shall also 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 cable buried directly in the earth shall be marked in the same manner. The Contractor shall not install slab markers where cable lies in straight lines between obstruction light poles which are spaced 300 feet (90 m) apart, or less. Cable markers shall be installed immediately 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 Vi inch (12 mm) and 1/4 inch (6 nun) deep. The location of each underground cable connection, except at lighting units or insulating transformers, shall be marked by a concrete marker slab placed above the connection. The Contractor shall impress the word "splice" on each slab. He also shall impress additional circuit identification symbols on each slab if so desired by the Engineer. UNDERGROUND POWER CABLE FOR AIRPORTS L-108-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 108-3.8 SPLICING. Connections of the type shown in the plans shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: 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. All cable markers and splice markers shall be 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. b. Vulcanized Splices. These shall be made by using crimp connectors for joining conductors. The splice shall be made, using compounds furnished by the manufacturer, in accordance with his/her instructions and to the satisfaction of the Engineer. c. 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. ill 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 nun) on each side of the joint d. 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 nun) on each side of the joint. e. Taped Splices. A taped splice shall be made in the following manner~ Bring the cables to their final position and cut 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. Use a sharp knife to pencil insulation and jacket at approximately the same angle as a pencil point. Care must be taken to avoid nicking or injuring the conductor during removal of insulation or penciling~ Do not use emery paper on splicing operation since it contains metallic particles. The copper conductors shall be thorougWy 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. Vaids 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. If shielded cable is to be spliced, prepare cable as for a regular taped splice, except that the neoprene jacket shall be removed a distance not less than 5 inches (125 mm) from the beginning of the penciled portion. Carefully unwrap the shielding tape from that portion where jacket has been removed and cut off UNDERGROUND POWER CABLE FOR AIRPORTS L-108-5 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION so that it extends about 1 inch (25 mm) from end of the jacket. Proceed with the taped splice as described above and tape up to 1/4 inch (6 mm) from the shield on both ends. Build up rubber tape to a thickness equal to the insulation thickness or 5/16 inch (9 rom) over connector. ~ Next wrap one-half lapped layer of semi-conducting tape (Scotch No. 13 Semi-Conducting Tape, or equal) over splicing tape and 1/4 inch (6 mm) onto the shielding tape. Wrap a fine, flat shielding braid one-half lapped over the splice extending Y2 inch (12 nun) onto the metallic shielding. Solder ends of braid to metallic shielding tape. A bonding wire, (Minimum No. 14 Stranded Copper) equal to the current carrying capacity of the metallic shield, should have the individual strands wrapped around the metallic shield at both ends of the splice. These strands should be tack soldered to the shield in several places. The cable sheath should be replaced by wrapping with two one-half lapped layers of vinyl tape extending 2 inches (50 mm) onto the cable jacket The above described splice is for a straight-through splice with continuity of shielding. 108-3.9 BARE COUNTERPOISE WIRE INSTALLATION AND GROUNDING FOR LIGHTNING PROTECTION. If shown in the plans or specified in job specifications~ a stranded bare copper wire, No. 6 A WG minimum size, shall be installed for lightning protection of the underground cables. The bare counterpoise wire shall be installed in the same trench for the entire length of the insulated cables it is designed to protect, and shall be placed at a distance of approximately 4 inches (100 nun) from the insulated cable. The counterpoise wire shall be securely attached to each light fixture base, or mounting stake. The counterpoise wire shall also be securely attached to copper or copper-clad ground rods installed not more than 500 feet (150 m) apart around the entire circuit The ground rods shall be of the length and diameter specified in the plans, but in no case shall they be less than 8-feet (240 em) long nor less than 5/8 inch (15 rom) in diameter. The counterpoise system shall terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment grounding system. The connections shall be made as shown in the project plans and specifications. 108~3.10 TESTING. The Contractor shall furnish all necessary equipment and appliances for testing the underground cable circuits after installation. The Contractor shall test and demonstrate to the satisfaction of the Engineer the following: a. That all lighting power and control circuits are continuous and free from short circuits. b. That all circuits are free from unspecified grounds. c. That the insulation resistance to ground of all nongrounded series circuits is not less than 50 megohms. d. That the insulation resistance to ground of all nongrounded conductors of multiple circuits is not less than 50 megohms. e. That all circuits are properly co~ected in accordance with applicable wiring diagrams. f. That all circuits 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 Y1 hour~ UNDERGROUND POWER CABLE FOR AIRPORTS L-108-6 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION METHODOFMlliASURE~NT 108..4.1 Trenching shall be measured by the linear feet (meters) of trench, including the excavation, backfill, and reconditioning, completed, measured as excavated, and accepted as satisfactory. When specified in the proposal, separate measurement shall be made for trenches of various specified widths. 108...4.2 Cable or counterpoise wire installed in trench shall be measured by the number of linear feet (meters) of cable or counterpoise wire installed in trenches~ ready for operation, and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in trench. 108-4.3 Cable or counterpoise wire installed in duct or conduit shall be measured by the number of linear feet (meters) measured in place, completed, ready for operation, and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in duct or conduit. 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, duct 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 necessary to complete this item. Payment will be made under: Item L-I08-5.1 Cable Trench - per linear foot (meter) ItemL-I08-5.2 Furnish and Install Cable (lIe, # 8, 5KV, L-824, Type C), in trench, duct or conduit complete in place - per linear foot (meter) Item L-I08-5.3 Furnish and Install Counterpoise Wire (#6, BSD Copper Stranded) 600 volt with ground rods, complete in place - per linear foot (meter) 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 IDstallation HH-I-595 Insulation Tape, Electrical~ Pressure-Sensitive Adhesive, Plastic, for Low- Temperature Application ASTM B 3 Soft or Annealed Copper Wire ASTM B 8 Concentric-Lay-Stranded Cooper Conductor ~ Hard~ Medium-Hard, or Soft UNDERGROUND POWER CABLE FOR AIRPORTS L..10B~7 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION MlL-I-3825 Insulation Tape, Electrical~ Self-Fusing~ For Use in Electronics, Communications, and Allied Equipment MIL-I-7798 Insulation Tape, Electrical, Pressure-Sensitive Adhesive, Plastic END OF ITEM L-I08 UNDERGROUND POWER CABLE FOR AIRPORTS L-108-8 NOVEMBER 2008 MARCO !SLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM L..I10 INST ALLA TION OF AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDillTS DESCRIPTION 110-1.1 This item shall consist of underground electrical conduits and duct banks installed in accordance with this specification at the locations and in accordance with the dimensions, designs, and details shown in the plansA This item shall include the furnishing and installing of all underground electrical duct banks or underground conduits. It shall also include all backfilling, removal, and restoration of any paved areas; manholes, concrete encasement, mandreling installation of steel drag wires and duct markers, capping, and the testing of the installation as a completed duct system ready for installation of cables~ to the satisfaction of the Engineer. Excavation shall be included under specification L-I08 "UNDERGROUND POWER CABLE FOR AIRPORTS". EQillPMENT AND MATERIALS 110""2.1 GENERAL. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturerls certification of compliance with the applicable specification when so requested by the Engineer. 110-2.2 BITUMINOUS FIBER DUCT. Bituminous fiber duct and fittings shall conform to the requirements of Underwriters Laboratories Standard 543. a. Type I~ for concrete encasement.. b. Type n~ for direct burial. 110..2.3 NOT USED. 110-2.4 STEEL CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of Underwriters Laboratories Standard 6, 514~ and 1242. 110..2.5 CONCRETE. Concrete shall conform to Florida department of Transportation (FDOT) "Specification for Road and Bridge Construction~~ Section 345, Class I) with a minimum 28-day compressive strength of 3~OOO psi. The concrete supplier (ready-mix company) shall submit a certification to the Engineer prior to start of work that all concrete delivered meets the requirements of Section 345 for Class I concrete with a minimum 3000 psi compressive strength. Each truckload of ready-mix delivered must be accompanied with the certification stipulated in Section 345-43. Failure to provide the certifications shall result in the concrete being rejected. 110-2.6 PLASTIC CONDUIT. Plastic conduit and fittings shall conform to the requirements of Fed. Spec. W-C-I094 and shall be one of the following, as specified in the proposal: a. Type I - suitable for underground use either directly in the earth or encased in concrete. b. Type II - suitable for either above ground or underground use. UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS L-110-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION CONSTRUCTION METHODS 110-3.1 GENERAL. The Contractor shall install underground duct banks and conduits at the approximate locations indicated in the airport layout plans~ The Engineer shall indicate specific locations as the work progresses. Ducts shall be of the size, material, and type indicated in the plans or specifications. Where no size is indicated in the plans or specifications, the ducts shall be not less than 3 inches (75 mm) inside diameter. All duct lines shall be laid so as to grade toward handholes, manholes and duct ends for drainage. Grades shall be at least 3 inches (75 nun) per 100 feet (30 m)~ On runs where it is not practicable to maintain the grade all one way, the duct lines shall be graded from the center in both directions toward manholes, handholes, or duct ends. Pockets or traps where moisture may accumulate shall be avoided. The Contractor shall mandrel each duct. An iron-shod mandrel, not more than 1/4-inch (6 mm) smaller than the bore of the duct shall be pushed through each duct by means of jointed conduit rods. The mandrel shall have a leather or rubber gasket slightly larger than the duct hole. All ducts installed shall be provided with a No. 10 gauge galvanized iron or steel drag wire for pulling the permanent wiring. Sufficient length shall be left in manholes or handholes to bend the drag wire back to prevent it from slipping back into the duct. Where spare ducts are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed by the duct manufacturers, or with hardwood plugs conforming accurately to the shape of the duct and having the larger end of the plug at least 1/4-inch (6 mm) greater in diameter than the duct. All ducts shall be securely fastened in place during construction and progress of the work and shall be plugged to prevent seepage of grout, water, or dirt. Any duct section having a defective joint shall not be installed. All ducts, except steel conduit, installed under runways, taxiways, aprons, and other paved areas shall be encased in a concrete envelope. Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for ducts may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed~ Blades of road patrols or graders shall not be used to excavate the trench. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All excavation shall be unclassified. 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. 110-3.2 DUCTS ENCASED IN CONCRETE. Unless otherwise shown in the plans, concrete- encased ducts shall be installed so that the top of the concrete envelope is not less than 18 inches (45 em) below the fmished subgrade where installed under runways, taxiways, aprons~ or other paved areas, and not less than 18 inches (45 em) below finished grade where installed in unpaved areas. Ducts under paved areas shall extend at least 3 feet (90 em) beyond the edges of the pavement or 3 feet (90 em) beyond any underdrains which may be installed alongside the paved area~ Trenches for concrete-encased ducts shall be opened the complete length before concrete is laid so that if any obstructions are encountered, proper provisions can be made to avoid them. All ducts for concrete encasements shall be UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS L..11 0..2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION placed on a layer of concrete not less than 3 inches (75 nun) thick prior to its initial set. Where two or more ducts are encased in concrete, the Contractor shall space them not less than 1-1/2 inches (37 mm) apart (measured from outside wall to outside wall) using spacers applicable to the type of duct. As the duct laying progresses, concrete not less than 3 inches (75 rom) thick shall be placed around the sides and top of the duct bank. End bells or couplings shall be installed flush with the concrete encasement where required. 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 otherwise 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 em) intervals. When clay or soapstone ducts are specified, they shall be installed with concrete encasement as described above. Clay conduit shall be of the single-bore type. Where the self-centering socket-joint type of single clay duct is used, conduit shall be built up, tier by tier, and separated only by sufficient mortar or fine aggregate concrete to bed the ducts evenly and fill all voids between ducts. Single ducts shall be jointed together and the joints grouted with Portland cement mortar. A suitable gasket (of rubber or other approved material) shall flIst be placed in the receptacle end of the duct, prior to the joining operation, in order to exclude all mortar from the duct. Where the square bore butt-joint type of clay duct, single or multicell, is used, sections shall be aligned with at least four steel dowel pins and joints wrapped with duct tape 6 inches (150 nun) wide and lapped 6 inches (150 mm). All joints in a bank of single-bore ducts shall be staggered, beginning evenly from the manhole or handhole, by means of short lengths 6, 8, 9, 12, and 15 inches (150, 200, 230, 300, 380 mm) long. Cement mortar shall be trawled around each and every joint. Voids in the duct bank, caused by the external shape of the comers of the conduit, shall also be filled with mortar. The joining and joints of soapstone duct shall be done in accordance with the manufacturer's recommendations. 110-3.3 DUCTS WITHOUT CONCRETE ENCASEMENT. Trenches for single-duct lines shall be not less than 6 inches (150 rom) nor more than 12 inches (300 mm) wide, and the trench for 2 or more ducts installed at the same level shall be proportionately wider~ Trench bottoms for ducts without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the duct along its entire length. A layer of fme earth material, at least 4 inches (100 mm) thick (loose measurement) shall be placed in the bottom of the trench as bedding for the duct. 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 frrm. Unless otherwise shown in plans~ ducts for direct burial shall be installed so that the tops of all ducts are at least 18 inches (45 em) below the finished grade~ When two or more ducts 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 rom) apart in a vertical direction. Trenches shall be opened the complete length before duct is installed so that if any obstructions are encountered, proper provisions can be made to avoid them. UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS L-110-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 110-3.4 DUCT MARKERS. The location of the ends of all ducts shall be marked by a concrete slab marker 2 feet (60 em) square and 4 inches (100 mm) thick extending approximately 1 inch (25 mm) above the surface. The markers shall be located above the ends of all ducts or duct banks, except where ducts terminate in a handhole, manhole, or building. The Contractor shall impress the word "ducttl on each marker slab. He shall also impress on the slab the number and size of ducts beneath the marker~ The letters shall be 4 inches (100 mm) high and 3 inches (75 mm) wide with width of stroke V2-inch (12 mm) and 1/4-inch (6 mm) deep or as large as the available space permits. 110-3.5 BACKFILLING. After concrete-encased ducts have been properly installed and the concrete has had time to set, the trench shall be backfilled in at least two layers with excavated material not larger than 4 inches (100 mm) in diameter and thoroughly tamped and compacted to at least the density of the surrounding undisturbed soil. If necessary to obtain the desired compaction~ the backfill material shall be moistened or aerated as required. Trenches shall not be excessively wet and shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface: except that, when sod is to be placed over the trench~ the backfilling shall be stopped at a depth equal to the thiclmess 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. For ducts without concrete envelope, 8 inches (200 em) of sand, soft earth, or other fine fill (loose measurement) shall be placed around the ducts and carefully tamped around and over them with hand tampers. The remaining trench may be filled with regular run of excavated material and thoroughly tamped as specified above. 110..3.6 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the trenching~ storing of dirt, cable laying, pad construction and other work shall be restored to its original condition. The restoration shall include any necessary tops oiling, fertilizing, liming~ seeding, sprigging, or mulching. All such work shall be performed in accordance with the FAA Standard Turfing Specifications. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. METHOD OF MEASUREMENT 110-4.1 Underground conduits and duct banks shall be measured by the linear feet (meter) of conduit and duct bank installed, measured in place, including concrete encasement, locator tape, backfill and asphalt or turf, complete in place 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 for each type and size of conduit and single- way or multi-way duct completed and accepted. 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, duct markers and incidentals necessary to complete this item, including encasement (concrete), backfill (suitable material) and asphalt or turf. UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS L-110-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE .AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Payment will be made under: Item L-I10-5.1 1 W2 Duct Bank (2t1 pve, Schedule 40~ Type I) - per linear foot ItemL-I10-5.2 2W2 Duct Bank (2U PVC, Schedule 40, type I) - per linear foot - per linear foot MA TERIAL REQUIREMENTS Fed.Spec.W -C-571 Conduit and Fittings, Nonmetal, Rigid; (Asbestos-Cement or Fire-Clay Cement), (For Electrical Purposes) Fed~Spec.W -C-I094 Conduit and Fittings; Nonmetallic, Rigid, (Plastic) Underwriters Laboratories Standard 6 Rigid Metal Conduit Underwriters Laboratories Standard 514 Fittings for Conduit and Outlet Boxes Underwriters Laboratories Standard 543 Impregnated-Fiber Electrical Conduit Underwriters Laboratories Standard 1242 Intermediate Metal Conduit END OF ITEM L-I10 UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS L-11 0-5 NOVEMBER 2008' MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM L-125 - INSTALLATION OF AIRPORT LIGHTING SYSTEMS DESCRIPTION 125..1.1 This item shall consist of airport lighting systems furnished or relocated and installed in accordance with this specification, the referenced specification, and the applicable Advisory Circulars A The systems are installed at the location and in accordance with the dimensions, design, and details shown in the plansA 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 Engineer. 125-1.2 Additional details pertaining to a specific system covered in this item are contained in the latest edition of Advisory Circulars listed below; a. AC 150/5340-4, Installation Details for Runway Centerline and Touchdown Zone Lighting Systems. bo AC 150/5340-19, Taxiway Centerline Lighting System. c. AC 150/5340-24, Runway and Taxiway Edge Lighting System. d. AC 150/5345-46C Runway and Taxiway Light Fixtures 125-1.3 SUBMITTALSw Shop drawings of each airlield lighting component, indicating FAA approval shall be submitted to the ArchitectlEngineer for review and approval and be approved prior to ordering any materials for this item. This submittal shall include the proposed method of installation for all airfield lighting components. The submittal shall include data on all component parts of the item or syste~ and shall include the manufacturers list of recommended spare parts. The data submitted shall be sufficient, in the opinion of the ArchitectlEngineer, to determine compliance with the Contract Documents. 125-1.4 QUALIFICATIONSw The Architect/Engineer reserves the right to reject any and all equipment, materials or procedures which, in the ArchitectlEngineer's opinion, does not meet the system design and the standards and codes specified hereinA EQUIPMENT AND MATERIALS 125-2.1 GENERAL. a. Airport lighting equipment and materials covered by FAA specifications shall have the prior approval of the Federal Aviation Administration, Airports Service, Washington, D.CA 20591, and shall be listed in the latest edition of Advisory Circular 150/5345-53, Airport Lighting Equipment Certification Program. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through the manufacturer's certification of compliance with the applicable specification, when requested by the Engineer. In all cases, equipment shall be new and a fIrst-grade product c. List of equipment and materials required for a particular system are contained in the applicable FAA Advisory Circulars. AIRPORT LIGHTING SYSTEMS L..125-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 125-2.2 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. 125-2.3 CONCRETE. Concrete shall conform to Florida Department of Transportation (FDOT) "Specifications for Road and Bridge Construction" Section 345, Class I, with a minimum 28-day compressive strength of 3000 psL The concrete supplier (ready-mix company) shall submit a certification to the Engineer prior to start of work that all concrete delivered meets the requirements of Section 345 for Class I concrete with a minimum 3000 psi compressive strength. Each truckload of ready-mix delivered must be accompanied with the certification stipulated in Section 345-43. Failure to provide the certifications shall result in the concrete being rejected. 125-2.4 CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of Underwriters Laboratories Standard 6, 514 and 1252. Flexible metal conduit and fittings shall be liquid-tight and shall conform to UL360, and comply with specification L-II0. 125-2.5 SQUEEZE CONNECTORS. Squeeze connectors, if specified, shall be equal to Crouse- Hinds Company, type COB cable connector with neoprene rubber bushing or an approved equal) and shall comply with specification L-I08. 125-2.6 TEES. Large radius bend tees, if specified, shall be equal to Crouse-Hinds Company No. ET or equal. 125..2.7 HEAT SHRINKABLE TUBING KIT. Heat shrinkable tubing kits shall be equal to type APL~ as manufactured by Raychem Corporation or an approved equal, and shall comply with specificai ton L-l 08. 125-2.8 SAFETY SWITCHES. Safety switches shall be heavy duty, quick-make, quick-break, with visible blades. Enclosure shall have interlocks to prevent operation when cover is open and to prevent cover from being opened when switch is in BONn position. 125~2.9 POWER ADAPTERS. Power adapters shall be self-protected, watertight and designed for direct earth burial. Output voltage shall be 120 Volt AC or 120/240 volt AC as required, and equal to ADB PA-2, PA-3 or PA-4. 125-2.10 GENERAL PURPOSE TRANSFORMERS. General purpose transformers shall be dry type, two winding, in weatherproof enclosure and shall comply with NEMA ST -20 and UL 506. Rating shall be as indicated on Drawings. 125-2.11 LIGHTING CONTACTOR. Lighting Contactor shall be electrically held with 120 volt coil and solid neutral. Enclosure shall be NEMA 3R with "Hand-Off-Auto" selector switch on cover. Rating of Contactor shall be as indicated. Photocell control shall be for use on 120 volt system and rated at 2000 watts. 125-2.12 LIGHT BASES. All light bases (base cans) shall meet the requirements of FAA AC 15015345-42F~ The light bases shall be L-867 type for the non-load bearing units and L-868 for the load bearing units~ The sizes of the units shall be as shown on the Plans and in this specification. Telescoping base cans may be used for the L-867 non-load bearing base cans. Two-piece base cans may be used where AIRPORT LIGHTING SYSTEMS L~125-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION paving interferences require their use. All light bases~ transformer houses and junction boxes shall be Class 1, galvanized steel. 125..2.13 ISOLATION TRANSFORMER. The isolation transformers shal be L-830, 6.6 amp primary to 6.6 amp secondary, sized per the fixture manufacturer's recommendations and conforming to AC 150/5345-47B. 125..2.14 CABLES. Cables and connectors shall comply wit11 specification L-I 08~ 125-2.15 FRANGIBLE COUPLINGS. All elevated items shall be installed on frangible couplings in accordance with the respective Federal Aviation Administration Advisory Circular. Frangible couplings shall be metallic and provide an electrical grounding patch between the fIXture and the base can. 125-2.16 LAMPS. Airfield lighting fixture lamps shall be quartz of size and type to provide distribution and minimum output requirements of isocandela curves shown for each size in AC 150/5345- 46C. All airfield lighting fixtures shall be installed with lamps. Lamps shall be a generic standard design manufactured by at least two (2) of the following manufacturers: a. G.E. Lighting b. Sylvania c. Phillips Proprietary lamps, that is, lamps intended to be used only for one manufacturer's product(s) and that are manufactured for this sole purpose~ are not acceptable. Lamps shall be readily available from local connnercial electrical supply dealers for assured availability and supply to the airport. 125-2.17 COLORED FIL TERS~ Colored filters, or colored lenses, to be used for Airfield Lighting Fixtures shall conform to the requirements of Military Specification MIT.,-C-250-50-Type 1 and the applicable FAA Advisory Circulars. 125~2.18 CABLE IDENTIFICATION TAGS. The identification tags shall be 2-inch diameter brass tags with the circuit identification stamped onto the tags, all as shown on the plans and details. The identification shall be permanently stamped. Text height shall be 3/8 inch. 125-2.19 IDENTIFICATION TAPE. Non-magnetic electronically detectable identification tape shall be installed in the trenches above the ducts, as and where shown for the Plans. 125-2.20 REINFORCING STEEL. All reinforcng steel shall be deformed steel bars conforming to ASTM A-615 grade 60. 125-2.21 BOLTING HARDWARE. All airfield bolting hardware shall be stainless steel and shall meet FAA requirements. All bolts JA inch and larger shall be hex head type. All bolts smaller than 1;4 inch trade sixe 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 through the base can mounting flange into the base can a minimum of O~5 inch~ The bolts shall have enough thread length so they do not shoulder out before the fIXture is securely tightened~ AIRPORT LIGHTING SYSTEMS L-125-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 125..2.22 ANTI-SEIZE COMPOUND. The anti~seize compound shall be Ideal "Noalox" or approved equal. Use Dow Coming Compound III valve lubricant non-curing sealant to seal between sections of base cans, spacer rings, adapter rings or fixtures~ 125-2.23 STRAIN RELIEF CONNECTORS. Strain relief connectors shall be Liquid Tight Thomas & Betts 2500 series with WMG-PG wire mesh cable grip or approved equal. 125..2.24 JUNCTION CANS. Junction cans shall be L-868 Class 1 (load bearing) cans encased in concrete~ The cans shall have a galvanized steel blank cover, gasket, and stainless steel hardware. L-868 load-bearing cans and exensions must be fixed, not adjustable. Covers shall be %" thickness for L-868. 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. The contractor shall ascertain that all lighting system components furnished by him (including FAA Approved Equipment) are compatible in all respects with each other and remainder of the new/existing system. Any non-compatible components furnished by this contractor shall be replaced by him, at no additional cost to the Airport sponsor, with a similar unit, approved by the Engineer (different model or different manufacture) that is compatible with the remainder of the airport lighting system. Wiring diagrams shown on Drawings are generic and may not reflect actual field conditions or specific equipment requirements. The Contractor shall verify field conditions and follow instructions in installation manuals provided by equipment manufacturer and, if required, make the necessary modifications to insure proper operation of equipment. 125-3.2 PLACING EQUIPMENT. All new or relocated equipment shall be installed at the location indicated in the plans or as directed by the Engineer. All bolts or threaded parts, such as breakable couplings, shall be greased with an antirust compound such as ttNever-Seez. n 125..3.3 OPERA TING MANUALS. Operating manuals shall be submitted for all principal items of electrical equipment The submittal of manuals shall be submitted prior to Final Acceptance. The manuals shall be complete with operational and repair part data on all component devices in the principal equipment for which the manuals are submitted. The Contractor shall also provide to the Owner's authorized representative instructions in the operation and maintenance of the systems at such times as directed by the Owner and permit his video taping of operating and maintenance instructions. 125-3.4 REMOVAL OF EXISTING L-861 EDGE LIGHT FIXTURES (STAKE MOUNTED). The Contractor shall remove all existing L-861 stake mounted fixtures, including concrete encased bases and transformers~ The light fIxtures shall be disposed off airport property or may be used as spare parts for remaining stake mounted lights. The existing concrete encased light base stake and any concrete encased L-830 transformers are to be removed and disposed of off airport property by the Contractor. All holes remaining after removal of the stake and related bases shall be filled with suitable material and compacted to at least density and condition of the original materiaL In paved areas, the existing pavement is to be sawcut and removed so as to make a square or rectangular hole prior to backfill. The square or rectangular hole shall be backfilled and compacted as stated above except the top one and a half inches AIRPORT LIGHTING SYSTEMS L.125..4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT . PARALLEL TAXIWAY AND APRON EXPANSION (1.5") of backfill shall be asphalt conforming to FDOT asphalt specifications or four inches (4") of concrete painted in black at the Contractor~ s choice. 125..3.5 REMOVAL AND REINSTALLATION OF EXISTING L..861 EDGE LIGHT FIXTURES (BASE MOUNTED). The Contractor shall remove and reinstall the existing L-861 base mounted fixtures, including base stems, base plates, L-823 cord sets and L-830-1 transformers. The fixtures shall be carefully removed so as not to damage the lens, fixture, base stem/plate, L-823 cord set and transformers. The existing cables shall be spliced together with an L-823 type connector and neatly coiled. The base can shall be removed and disposed of off airport property. All holes remaining after removal of the base mounted light and related bases shall be filled with suitable material and compacted to at least the density and condition of the original material. In paved areas, the existing pavement is to be sawcut and removed so as to make a square or rectangular hole prior to backfill. The square or rectangular hole shall be backfilled and compacted as stated above except the top one and a half inches (1.5") of backfill shall be asphalt conforming to FDOT asphalt specifications or four inches (4') of concrete painted in black at the Contractor's choice. METHOD OF MEASUREMENT 125-4.1 The quantity of units to be paid for under this items shall be the number of each type installed as completed units in place, ready for operation, including base accesories, backfill and compact, and. accepted by the Engineer. BASIS OF PAYMENT 125-5.1 Payment will be made at the Contract unit price for each complete unit, that is installed in place, removed including base, accessories, backfill and compact, relocated including splicing of existing cables, transformers, foundation, base can, backfill and compact 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, tools, and incidentals necessary to complete these items. Payment will be made under: Item L-125-5.1 Furnish and install L-861 T Taxiway Edge Light (base mounted), complete in place........................ Per each Item L-125-5.2 Remove existing L-861 T Taxiway Edge Lights, (base or stake mounted), complete in place........... Per each . ItemL-125-5.3 Replace existing runway edge light to a new semi-flush L-850C (yellow) runway edge light, base mounted..............~............................... ~~.......,. Per each ItemL-125-5.4 Furnish and install cable junction box (side D, L- 867, Class 1, load bearing) .u..uu.u.uu.u................ Per each AIRPORT LIGHTING SYSTEMS L..12Se05 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Underwriters Laboratories Underwriters Laboratories Underwriters Laboratories Underwriters Laboratories AC 150/5345-3 AC 150/5345-42 AC 150/5345-46 AC 150/5345-47 AC 150/5345-51 MA TERIAL REQUIREMENTS Rigid Metal Conduit - Standard 6 Liquid-Tight Flexible Conduit - Standard 360 Fittings for Conduit and Outlet Boxes - Standard 514 Intermediate Metal Conduit - Standard 1242 Specification For L-821 Panels For Remote Control of Airport Lighting Specification For Airport Light Base and Transformer Housings, Junction Boxes and Accessories Specification For Runway and Taxiway Light Fixtures Isolation Transformers For Airport Lighting Equipment Specification For Discharge Type Flaslring Light Equipment END OF ITEM L-125 AIRPORT LIGHTING SYSTEMS L-125..6 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT . PARALLEL TAXIWAY AND APRON EXPANSION ITEM P-151 CLEARING, GRUBBING AND DEMOLITION DESCRIPTION 151-1.1 The work specified in this section consists of the clearing, grubbing, relocation, modification, demolition, removal and disposal of all material, structures, fence and debris, for the areas designated on the Plans or as directed by the Architect/Engineer. CONSTRUCTION lVIETHODS 151..2.1 The areas shown on the Plans to be cleared, grubbed and demolished under this Section shall be staked by the Contractor and approved by the ArchitectJEngineer before work begins. The clearing~ grubbing and demolition shall be done well in advance of grading, stripping or other operations as approved by the ArchitectJEngineer. All materials and debris~ except for material to be salvaged for the airport~ s use as specified below ~ obtained from the clearing, grubbing and demolition operations shall be removed and legally disposed of by the Contractor in commercial disposal areas. The Contractor shall not bum, or otherwise dispose of any unsalvageable materials or debris anywhere within the Airport property. All removed granular base and soil, including organic soil materials, shall be salvaged for the airport's future use and shall be stockpiled in areas shown on the Plans or as directed by the ArchitecuEngineer. Removal of granular base will be as specified in Item P-152. The Contractor shall, where shown on the Plans or directed by the Architect/Engineer, disassemble the existing fence in its present location, and shall exercise all due care to prevent damage to posts, chain link fabric, top, middle and bottom rails, gates~ hinges, gate posts~ tenninal posts, intermediate post tops, barbed wire, barbed wire support arms, and all other fittings and hardware to be reused. Chain link fabric shall be cleaned~ neatly rolled bundled, or packed for transportation to the new location or storage yard. Concrete shall be completely removed from fence posts. The Contractor shall install barricades, temporary fencing, temporary gates or other means including guardsmen to ensure the uninterrupted security of areas shown on Plans during fence removal operations. All holes resulting from fence post removal shall be properly backfilled and compacted. All other damage caused by fence removal shall be satisfactorily repaired. Fence materials damaged by the Contractor's operations shall be replaced in kind by and at the expense of the Contractor. The Contractor shall provide disposal areas outside of the airport property limits for the disposal of materials not intended for salvage for the airport's use. If the Contractor intends to use a private disposal area, he shall obtain and file with the ArchitectJEngineer, the property owner~ s written permission, for the use of such property. Whenever any above or below ground communications facility, pipeline, conduit, sewer, drain, or any other utility not depicted on the Plans is encountered which must be either removed or relocated, the Contractor shall promptly advise the Architect/Engineer of this condition, who will then either order the Contractor to proceed with the necessary Extra Work, and payment therefore will be made under a change order in accordance with the requirements of the General Conditions, or he will notify the proper local authority or owner to secure remedial action. CLEARINGJ GRUBBING AND DEMOLITION P-151-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 151-2.2 CLEARING AND GRUBBING. Clearing and grubbing shall consist of clearing the surface of the ground, canal banks and bottom of canals of all trees, stumps~ roots, matted roots, down timber or wood, logs, snags, boulders, unsuitable soil, silt, brush, undergrowth, underwater growth, hedges, and heavy growth of grass or weeds and the proper disposal of such materials. 151..2.3 DEMOLITION OF STRUCTURES. Demolition shall consist of the removal and disposal from the site of fences, gates, buildings, abandoned materials, construction debris, curbs, gutters, sidewalks, headers, retaining walls, asphalt and concrete pavements~ above and below ground structures and utilities, foundations, foundation cut off, drainage or utility structures and pipes or other appurtenances, utility poles, general debris, clean-up, and rubbish of any nature. The work shall also include utility modifications, utility disconnects~ cut and patch walls and slabs in structures to remain as required, all in conduction with the removal of buildings and structures under this Item. 151-2.4 BACKFILLING. Any holes or openings remaining in the subgrade or existing pavement shall be backfilled with acceptable materials and properly compacted, as specified in these Technical Specifications. All holes remaining after the grubbing and demolition operation within embankment areas is completed, shall have the sides broken down to flatten out the slopes, backfilled with suitable backfill material, and compacted as required in Item P-152 of these Technical Specifications~ The same construction procedure shall be applied to all holes located within excavation areas and remaining after grubbing and demolition is completed, where the depth of holes exceeds the depth of the proposed excavation. 151~2.5 RELOCATION AND ADJUSTING EXISTING STRUCTURES. Existing manholes, catch basins, inlets, valve boxes, monument boxes, light poles, fence, etc., within the limits of the proposed work, that do not conform to the finished grade of the proposed pavement, or to the fmished grade designated on the plans for such structures, shall be cut down or extended, and made to conform to the grade of the new pavement, or to the designated grade of the structure if outside of the proposed pavement area. The materials and construction methods for this work shall conform to the requirements of D-751~ Where manholes are to be raised, the adjustment may, at the Contractor's option, be made by the use of adjustable extension rings of the type which do not require the removal of the existing manhole frame. The extension device shall provide positive locking action and shall permit adjustment in height as well as diameter~ The particular type of device used shall meet the approval of the Engineer. 151-2.6 DEMOLITION OF PAVEMENT. In paved areas to be demolished the concrete pavement and bituminous pavement materials shall be (scarified and/or) broken into pieces, using approved equipment and shall be removed and disposed of in accordance with and proper disposal methods. The thickness of pavement shown in the plans is the thickness found which was determined by project related geotechnical investigation and is the best information available. The thickness may be deviate from the conditions actually found in the field and the contractor shall take this information into consideration when removing the pavement METHOD OF MEASUREMENT 151-3.1 Measurement of clearing and grubbing for payment shall be per acre for the work under this section completed in accordance with the plans and this specification. 151..3.2 Measurement for existing structures to be removed, modified or relocated, for payment shall be per each structure removed, relocated, abandoned or modified complete and accepted in accordance with the Plans and Specifications. CLEARING, GRUBBING AND DEMOLITION P-151-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE A!RPORT PARALLEL TAXIWAY AND APRON EXPANSION. 151-3.3 Measurement of demolition of asphalt pavelnent for payment shall be the number of square yards of pavement demolition, completed and accepted in accordance with the Plans and Specifications. 151..3.4 Measurement of chain-link fence removal for payment shall be per linear feet for the work under this Section completed in accordance with the plans and specifications. Gates removal will be measured per each. BASIS OF PAYMENT 151..4.1 Payment for the work measured as described shall be made at the contract unit price for clearing and grubbing, which price and payment shall be full compensation for furnishing all materials, equipment, labor, processes, tools and incidental costs required to complete the work under this Section. 151-4.2 Payment for the quantities for removal, relocation, abandon or modification of existing structures shall be made at the Contract Unit Prices Bid as described above for which prices and payment shall be full compensation for furnishing all labor, materials, equipment, processes, tools and incidentals necessary to complete the work under this Item. 151..4.3 Payment for the quantities for the asphalt pavement demolition and concrete demolitions shall be made at the Contract Unit Prices Bid as described above for which prices and payment shall be full compensation for furnishing all labor, materials, equipment, processes, tools and incidentals necessary to complete the work under this Item. 151-4.4 Payment for fence removal will be made at the contract unit price per linear feet. Gates removal will be made at the contract unit price per each. Payment shall be made under: Item P-151-4.1 Item P-151-4.2 ItemP-151-4.3 ItemP-151-4.4 Item P-151-4.5 Item P-151-4.6 Item P-151-4.7 ItemP-151-4.8 Item P-151-4.9 Item P-151-4.10 Item P-151-4.11 Item P-151-4.12 ItemP-151-4.13 Clearing and Grubbing ~............................................ ~........ per acre Existing fIfe hydrant assembly to be relocated ....... ......... per each Existing water meter to be relocated...... u............... ~........ per each Existing electrical meter to be relocated .......n.... ... ... .... ... per each Existing electrical A W OS meter to be relocated ......... ~... per each Existing backflow pre venter to be relocated..... ~............. per each Existing regulators transformers to be relocated........ ~..... per each Existing fence to be removed............... ~.................. per linear foot Existing oil/water separator to be modified to match proposed finished grade.......... ~................. u..................... per each Existing asphalt pavement to be removed.. ~..... ~. ~.. per square yard Existing drainage structure and pipe to be removed per lump sum Existing electrical box to be relocated.................. ~......... ~ per each Existing concrete monument to be modified to match proposed finished grade...........~................. ~......... ~. per each END OF ITEM P.151 CLEARING, GRUBBING AND DEMOLITION P-151-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM P..152 EXCA V A TION AND EMBANKMENT (60,000 Ibs or less gross aircraft weight) DESCRIPTION 152..1.1 This item covers excavation, disposal, placement, and compaction of all materials within the limits of the work required to construct run way safety areas , runways, taxi ways, aprons, and intermediate as well as other areas for drainage, building construction, parking, or other purposes in accordance with these specifications and in conformi ty to the dimensions and typical section shown on the plans. 152-1 ~2 All suitable material taken from excavation areas located on site shall be used in the formation of embankment, subgrade, and for back filling in areas as indicated on the project plans or as directed by the Engineer. Other Onsite borrow material may be used for the formation of embankment, subgrade and for back filling in areas as shown on the plans, if required~ No suitable material shall be removed from the site without the written approval of the Engineer. 152.1.3 When the volume of the excavation of suitable material exceeds that required to construct the embankments to the grades indicated, the excess shall be stockpiled on the airport in the areas shown on the project plans or as directed by the Engineer at no additional cost If the volume of excavation is not sufficient for constructing the embankment to the grades indicated with material within the project limits, whether moved by equipment or not, the deficiency shall be supplied from on-site borrow locations within the Airport or from areas outside the Airport, as directed by the Engineer. 152.1 ~4 All unsuitable material including debris, pavement rubble, concrete slabs, rock, or other debris or such material which in the opinion of the Engineer is unsuitable for embankment will be removed from the airport property and disposed of at a location provided by the Contractor. He shall obtain and file wi th the Engineer permission in writing from the property owner for the use of private property for this purpose and the necessary permits from the municipality regulating the disposal area. Unsuitable soils (silts, clay, etc.), if encountered, shall be stockpiled on areas as shown on the Project Plans or as directed by the Engineer at no additional cost 152.1~S CLASSIFICATION. All material excavated shall be classified as defined below: a. Unclassified Excavation. Unclassified excavation shall consist of the excavation and disposal of all material, regardless of its nature, which is not otherwise classified and paid for under the following items. It also consist of the disposal of these excavated materials when said materials are not used in the formation of subgrade on this proj ect. Disposal of materials not used in subgrade formation shall be in Airport designated waste areas ~ b. Rock Excavation. No additional or special payment will be made for any rock encountered. c. Muck Excavation. Muck excavation shall consist of the removal and disposal of deposits of mixtures of soils and organic matter not suitable for foundation material. Muck shall include materials which will decay or produce subsidence in the embankment. It may be made up of decaying stumps, roots, logs, humus, or other material not satisfactory for incorporation in the embankment. Muck Excavation if required will be considered under "unsuitable excavation". d. Borrow Excavation. Borrow excavation shall consist of approved material required for the construction of embankment or for other portions of the work in excess of the quantity of usable material available from required excavations~ Borrow material shall be obtained from areas within the limits of the airport property but outside the normal limits of necessary grading, or from areas outside the airport e~ Unsuitable Excavation~ Any material containing vegetable or organic matter, such as muck~ peat, organic silt, or sod shall be considered unsuitable for use in embankment construction~ Material, when approved by the Engineer as suitable to support vegetation, may be used on the embankment slope, otherwise they shall be removed from the airport property at no additional cost. Excess moisture content will not be considered as a basis for designating a material unsuitable. Should there be any dispute over the suitable of materials, the Engineer's opinion shall prevail. Material removed under other pay items will not be included in this item. EXCAVATION AND EMBANKMENT P-152..1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION CONSTRUCTION METHODS 152..2.1 General. Before beginning excavation, grading, and embankment operations in any area, the area shall be completely cleared and grubbed in accordance with Item P-151. The suitability of material to be placed in embankments shall be subject to approval by the Engineer. All unsuitable material shall be disposed of in waste areas shown on the plans. All waste areas shall be graded to allow positive drainage of the area and of adjacent areas. The surface elevation of waste areas shall not extend above the surface elevation of adj acent usable areas of the airport, unless specified on the plans or approved by the Engineer. When the Contractorts excavating operations encounter artifacts of historical or archaeological significance, the operations shall be temporarily discontinued~ At the direction of the Engineer, the Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for their removaL Such excavation will be paid for as extra work. Those areas outside of the pavement areas in which the top layer of soil material has become compacted, by hauling or other activities of the Contractor shall be scarified and disked to a depth of 4 inches, in order to loosen and pulverize the soil. If it is necessary to interrupt existing surface drainage; sewers or under-drainage, conduits, utilities, or similar underground structures the Contractor shall be responsible for and shall take all necessary precautions to preserve them or provide temporary services. When such facilities are encountered, the Contractor shall notify the Engineer. The Contractor shall, at hislher own expense, satisfactorily repair or pay the cost of all damage to such facilities or structures which may result from any of the Contractor's operations during the period of the contract. If, at the time of excavation, it is not possible to place any material in its proper location in the permanent construction, it shall be stockpiled in approved areas for later use; however, no additional measurement of payment will be made for temporary stockpile of materials. The Contractor shall submit his plan for excavating and embankment procedures to the Engineer for review prior to beginning earth work operations. 152-2.2 EXCA VA TION. No excavation shall be started until the work has been staked out by the Contractor and the Engineer has obtained elevations and measurements of the ground surface. All suitable excavated material shall be used in the formation of embankment, sub grade, or for other purposes shown on the plans. All unsuitable material shall be disposed of as described above. When the volume of the excavation exceeds that required to construct the embankments to the grades indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed. When the volume of excavation is not sufficient for constructing the fill to the grades indicated, the deficiency shall be obtained from borrow areas. The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary drains and drainage ditches shall be installed to intercept or divert surface water which may affect the work. a. Undercutting. Rock, shale, hardpan~ loose rock, boulders, or other material unsatisfactory for runway safety areas, sub grades, roads, shoulders, or any areas intended for turfing shall be excavated to a minimum depth of 12 inches, or to the depth specified by the Engineer, helD w the sub grade. Muck, peak, matted roots; or other yielding material, unsatisfactory for sub grade foundation, shall be removed to the depth specified. Unsuitable materials shall be disposed of at locations shown on the plans. This exca vated material shall be paid for at the contract unit price per cubic yard for unclassified excavation. The excavated area shall be refilled with suitable material, obtained from the grading operations or borrow areas and thoroughly compacted by rolling~ The necessary refilling will constitute a part of the embankment. Where rock cuts are made and refilled with selected material, any pockets created in the rock surface shall be drained in accordance with the details shown on the plans. EXCAVATION AND EMBANKMENT P..152..2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION c. Overbreak. Overbreak, including slides, is that portion of any material displaced or loosened beyond the finished work as planned or authorized by the Engineer ~ The Engineer shall determine if the displacement of such material was unavoidable and his/her decision shall be final. All overbreak shall be graded or removed by the Contractor and disposed of as directed; however, payment will not be made for the removal and disposal of overbreak which the Engineer determines as avoidable. Unavoidable overbreak will be classified as "Unclassified Excavation." . d. Removal of Utilities. The removal of existing structures and utilities required to permit the orderly progress of work will be accomplished by someone other than the Contractor, e.g., the utility unless otherwise shown on the plans. All existing foundations shall be excavated for at least 2 feet below the top of subgrade or as indicated on the plans, and the material disposed of as directed. All foundations thus excavated shall be back filled with suitable material and compacted as specified herein. e. Compaction Requirements. The subgrade under areas to be paved shall be compacted to a depth of 12 inches and to a density of not less than 95% percent of the maximum density as determined by ASTM D 698 or as shown on the project plans. No additional payment will be made for suitable materials removed, manipulated, and replaced in order to obtain the required depth of density. This cost will be considered incidental to the excavation bid item. The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167. Stones or rock fragments larger than 4 inches in their greatest dimension will not be permitted in top 6 inches of the sub grade. The finished grading operations, conforming to the typical cross section, shall be completed and maintained at least 1,000 feet ahead of the paving operations or as directed by the Engineer. In-place field density testing shall be done for each 3~OOO square yards of area of excavation that is at the required final elevation. Testing locations will be determined by the Engineer on a random basis on accordance with statistical procedures contained in ASTM D 3665. The number of tests required may be modified by the Engineer based on changes in soil conditions or construction methods. In cuts, all loose or protruding rocks on the back slopes shall be bared loose or otherwise removed to line of finished grade of slope. All cut-and-fill slopes shall be uniformly dressed to the slope, cross section, and alignment shown on the plans or as directed by the Engineer. Blasting will not be permitted 152-2.3 BORROW EXCA VA TION. When borrow sources are outside the boundaries of the airport property, it shall be the Contractorts responsibility to locate and obtain the supply, subject to the approval of the Engineer. The Contractor shall notify the Engineer, at least 15 days prior to beginning the excavation, so necessary measurements and tests can be madew All unsuitable material shall be disposed of by the Contractor. All borrow pits shall be opened up to expose the vertical face of various strata of acceptable material to enable obtaining a uniform product. B arro w pits shall be excavated to regular lines to permit accurate measurements~ and they shall be drained and left in a neat, presentable condition with all slopes dressed uniformly. 152-2.4 PREPARATION OF EMBANK1\1ENT AREA. Where an embankment is to be constructed to a height of 4 feet or less, all sod and vegetable matter shall be removed from the surface upon which the embankment is to be placed, and the cleared surface shall be completely broken up by plowing or scarifying to a minimum depth of 6 inches. This area shall then be compacted as indicated in paragraph 2.6. When the height of fill is greater than 4 fee, sod not required to be removed shall be thoroughly disked and recompacted to the density of the surrounding ground before construction of embankment Where embankments are to be placed on natural slopes steeper than 3 to 1, horizontal benches shall be constructed as shown on the plans. No direct payment shall be made for the work performed under this section~ The necessary clearing and grubbing and the quantity of excavation removed will be paid for under the respective items of work. EXCAVATION AND EMBANKMENT P-152-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 152..2.5 FORMATION OF EMBANKMENTS. Embankments shall be formed in successive horizontal layers of not more than 8 inches in loose depth for the full width of the cross section, unless otherwise approved to the Engineer. The grading operations shall be conducted, and the various soil strata shall be placed, to produce a soil structure a shown on the typical cross section or as directed. Materials such as brush, hedge, roots, stumps, grass and other organic matter, shall not be incorporated or buried in the embankment. Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained because of rain, freezing, or other unsatisfactory conditions of the field. The Contractor shall drag, blade, or slope the embankment to provide proper surface drainage. The material in the layer shall be within +/-2 percent of optimum moisture content before rolling to obtain the prescribed compaction. In order to achieve a uniform moisture content throughout the layer, wetting or drying of the material and manipulation shall be required when necessary. Should the material be too wet to permit proper compaction or rolling, all work on all of the affected portions of the embankment shall be delayed until the material has dried to the required moisture content Sprinkling of dry material to obtain the proper moisture content shall be done with approved equipment that will sufficientl y distribute the water. Sufficient equipment to furnish the required water shall be available at all times~ Samples of all embankment materials for testing, both before and after placement and compaction, will be taken for each 1,000 cubic yards of material placed per layeL Based on these tests, the Contractor shall make the necessary corrections and adjustments in methods, materials or moisture content in order to achieve the correct embankment density. Rolling operations shall be continued until the embankment is compacted to not less than 95 percent of maximum density for noncohesive soils, and 90 percent of maximum density for cohesive soils as determined by ASTM 12. 1557. Under all areas to be paved, the embankments shall be compacted to a depth of 12 inches and to a density of not less than 95% percent of the maximum density as determined by ASTM D 698 or as shown on the Project Plans. On all areas outside of the pavement areas. no compaction will be required on the top 4 inches (100 nun). The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167. Compaction areas shall be kept separate, and no layer shall be covered by another until the proper density is obtained. During construction of the embankment. the Contractor shall route his/her equipment at all times, both when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over the entire width of the embankment. The equipment shall be operated in such a manner that hardpan, cemented gravel, claYt or other chunky soil material will be broken up into small particles and become incorporated with the other material in the layer. In the construction of embankments, layer placement shall begin in the deepest portion of the fill; as placement progresses, layers shall be constructed approximately parallel to the finished pavement grade line~ When rock and other embankment material are excavated at approximately the same, time, the rock shall be incorporated into the outer portion of the embankment and the other material shall be incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimensions will not be allowed in the top 6 inches of the subgrade. Rockfill shall be brought up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer material forming a dense, compact mass. Rock or boulders shall not be disposed of outside the excavation or embankment areas, except at places and in the manner designated by the Engineer. When the excavated material consists predominantly of rock fragments of such size that the material cannot be placed in layers of the prescribed thickness without crushing, pulverizing or further breaking down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2 feet in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and by distribution of spalls and finer fragments of rock. These type lifts shall not be constructed above an elevation 4 feet below the finished sub grade. Density EXCAVATION AND EMBANKMENT P...152-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION requirements will not apply to portions of embankments constructed of materials which cannot be tested in accordance with specified methods. Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen material. There will be no separate measurement of payment for compacted embankment, and all costs incidental to placing in layers, compacting, disklng, watering, mixing, sloping, and other necessary operations for construction of embankments will be included in the contract price for excavation, borrow, or other items. 152-2.6 FINISHING AND PROTECTION OF SUBGRADE~ After the subgrade has been substantially completed the full width shall be conditioned by removing any soft or other unstable material which will not compact properly. The resulting areas and all other low areas, holes or depressions shall be brought to grade with suitable select material. Scarifying, blading, rolling and other methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades shown on the plans. Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the finished subgrade to that which is essential for construction purpo ses. All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted. No subbase, or surface course shall be placed on the subgrade until the sub grade has been approved by the Engineer. (a) Proof rolling. Areas to be paved shall be proof rolled to test the subgrade for stability. Proof rolling shall be done prior to final shaping and trimming operations. Ballast to obtain the weight directed by the Engineer for the proof rolling shall consist of bulk sand, bulk stone, bags of sand, stone, or other materials of known unit weight such that the total weight of the ballast used can be readily determined at all times. There shall be a sufficient amount of ballast available to load the equipment to a maximum gross weight of 50 tons~ The loaded roller shall be so constructed that it will not trap water that will add weight to the ballast~ The subgrade shall be tested with one (1) coverage, unless otherwise directed by the Engineer, of the proof rolleL A coverage is considered that stage in the rolling procedure when the entire width of the area being proofread has been in contact with the pneumatic tires of the roller. The roller shall be operated in a systematic manner so that the number of coverages over all areas to be proofread can be readily determined and recorded. The equipment shall be operated at a speed between 225 and 300 feet per minute. Proof rolling shall be done only in the presence of the Engineer~ There shall be no measurement for payment for proof rolling as this work is considered incidental. (b) Corrective Actions. In areas that yield under the proof roller, the Corrective action shall consist of undercutting and back filling with suitable material from excavation or borrow areas. This excavated material shall be paid for the contract unit price per cubic yard for uU nclassified Excavation n. The excavated area shall be refilled with suitable material obtained from the grading operations or borrow areas and thoroughly compacted by rolling. If corrective work is necessary due to the negligence of the Contractor, it shall be performed by the Contractor at no cost to the Owner. (c) Subgrade Shaping. After completion of the proof rolling and any required corrective actions, the Contractor shall shape the areas which will support the paver and the area to be paved to the proper elevation and profile by means of equipment designed for that purpose. The grade shall be controlled automatically by steel guide wires erected and maintained by the Contractor. EXCAVATION AND EMBANKMENT P-152-5 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION (d) Final Rolling. After completion of the shaping procedure, the Contractor shall roll the completed subgrade with a 10 to 12 ton pneumatic tire roller or steel wheel roller in order to seal the subgrade surface prior to the placement of the pavement. (e) Repair of Damage to the Subgrade. If the density or the shape of the subgrade is damaged due to natural wetting or drying cycles or to trimming, rolling, or other operations by the Contractor or by rutting due to equipment movement or by negligence due to the Contractor, it shall be corrected by removing, manipulating, compacting, trimming, wetting, and rolling at no cost to the Owner. The final grading operations shall be delayed as long as possible and immediately precede paving operations insofar as practical. 152..2.7 IfAUL. AIl hauling will be considered a necessary and incidental part of the work. Its cost shall be considered by the Contractor and included in the contract unit price for the pay of items of work involved. No payment will be made separately or directly for hauling on any part of the work. 152-2.8 TOLERANCES. In those areas upon which a subbase or base course is to be placed, the top of the subgrade shall be of such smoothness that, when tested with a Contractor supplied 16-foot straightedge applied parallel and at right angles to the centerline, it shall not show any deviation in excess of 1/2-inch, or shall not be more than D.G5-foot from true grade as established by grade hubs or pins. Any deviation in excess of these amounts shall be corrected by loosening, adding, or removing materials; reshaping; and recompacting by sprinkling and rolling. On runway safety areas, intermediate and other designated areas, the surface shall be of such smoothness that it will not vary more than 0.10 foot from true grade as established by grade hubs. Any deviation in excess of this amount shall be corrected by loosening, adding or removing materials, and reshaping. 152-2.9 TOPSOIL. When topsoil is specified or required as shown on the plans, it shall be salvaged from stripping or other grading operations. If, at the time of excavation or stripping, the topsoil cannot be placed in its proper and final section of finished construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within 200 feet of runway pavement or 100 feet of taxiway pavement and shall not be placed on areas which subseq uentl y will require any excavation or embankment. If, in the judgment of the Engineer, it is practical to place the salvaged topsoil at the time of excavation or stripping, the material shall be placed in its final position without stockpiling or further rehandling. No direct payment will be made for topsoil as such under Item P-152. The quantity removed and placed directly or stockpiled and later re-handled and placed shall be paid for at the contract unit price per cubic yard for "U nclas sified Excavation" . 152-2.10 OFFSITE BORROW.The need for offsite borrow is expected for this project. Offsite borrow sources will be the Contractor's responsibility to locate and to obtain any environmental permits, hauling fees or other required incidental items to satisfy the requirements of the project. The borrow site shall be visited by the Engineer and any unsuitable areas or materials marked so as to not be used for the project. The Contractor shall notify the Engineer, at least 15 days prior to beginning the borrow excavation, so necessary tests can be made. The borrow pit shall have a vertical face available to define the strata to be used. All materials brought to the project as borrow shall meet the following criteria to be accepted: Soil Group 0/0 Passing No. 200 Sieve Liquid Limit Plasticity Index Organic Content E-3 or better Less than 20% (B Y weight) Less than 20 Less than 5 Less than 2% (By weight) All materials to be used for the work must have laboratory tests on file with Engineer meeting these criteria before the material can be brought onto airport property for incorporation into the project. Any change in the sources or composition of the material will be discussed with the Engineer and laboratory tests approved prior to any change of materials. EXCAVATION AND EMBANKMENT P-152-6 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AlRPORT PARALLEL TAXIWAY AND APRON EXPANSION METHOD OF MEASUREMENT 152-3~ 1 Quantities of earthwork shall be computed by the average end area method using existing ground cross sections and final cross sections (taken after all material has been removed or placed and compacted). The Contractor shall take all cross-sections as directed by the Engineer. The yardage of nUnclassified ExcavationH to be paid for shall be the number of cubic yards measured in their initial position. The quantity shall be computed by the average end area method using existing ground cross sections after all pavement removal is competed and final cross sections taken by the Contractor as directed by the Engineer before and after the material has been ma ved. The yardage of uBorrow" to be paid for shall be the number of cubic yards measured in their final position. The quantity shall be computed by the average end area method using existing ground cross sections after all uUnclassified ExcavationU is completed and final cross sections taken by the Contractor as directed by the Engineer before and after the borro w material has been placed. ,The yardage of "Unsuitable Excavationtl to be paid for shall be the number of cubic yards measured in their initial position. The quantity shall be computed by the average end area method using existing ground cross sections and final cross sections taken by the Contractor as directed by the Engineer before and after the material has been removed. BASIS OF PAYMENT 152..4.1 For "Unclassified ExcavationH Payment shall be made at the contract unit price for "Unclassified Excavation II. This price shall be full compensation for excavating, hauling, compacting, disposing of and/or placing of all on-site materials and for furnishing all materials, labor, equipment, tools and incidentals necessary to complete the item. 152..4.2 For UUnsuitable Excavation" Payment shall be made at the contract unit price for "Unsuitable Excavationlt. This price shall be full compensation for excavating, hauling, compacting, disposing of and/or placing of all on-site materials and for furnishing all materials, labor, equipment, tools and incidentals necessary to complete the item. 152..4.3 For '~BOITOW Excavation" Payment shall be made at the contract unit price for "Borrow Excavation II. This price shall be full compensation for furnishing or procuring, excavating, hauling, compacting, and for furnishing all materials, labor, equipment, tool, and incidentals necessary to complete the item. Payment will be made under: Item P-152-4.1 Unclassified Excavation--per cubic yard Item P-152-4.2 Unsuitable Excavation--per cubic yard Item P-152-4.3 Borrow Excavation--per cubic yard TESTING REQUIREMENTS ASTM D 698 Tests for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5- pound (2.5 kg) Rammer and 12-inch (300 mm) Drop ASTM D 1556 Test for Density of Soil In-Place by the Sand Cone Method ASTM D 2167 Test for Density of Soil In-Place by the Rubber Balloon Method. END OF ITEM P~152 EXCAVATION AND EMBANKMENT P..152..7 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM P-211 LIME ROCK BASE COURSE DESCRIPTION 211-1.1 This item shall consist of a base course composed of lime rock constructed on the prepared underlying course in accordance with these specifications and shall conform to the dimensions and typical cross section shown on the Project Plans. MA TERIALS 211-2.1 MA TERIALS. The lime rock base course material shall consist of fossiliferous limestone of uniform quality, and shall not contain hard or flinty pieces which will cause a rough surface containing pits and pockets. The rock shall show no tendency to "air slackH or undergo chemical change when exposed to the weather. The material when watered and rolled shall be capable of being compacted into a dense and well-bonded base~ The oolitic type of lime rock shall meet the following requirements: Carbonates of calcium and magnesium - not less than 70%. Oxides of iron and aluminum - nor more than 2%. The combined amount of carbonates, oxides, and silica shall be at least 97%~ The material shall be non-plastic. All other types of lime rock shall contain not less than 95% of carbonates of calcium and magnesium. Liquid limit shall not exceed 35, plasticity index shall not exceed 6, as determined in accordance with ASTM D 4318. The chemical analysis of lime rock shall consist of determining the insoluble silica, iron oxide, and alumina by solution of the sample in hydrochloric (HeI) acid, evaporating, dehydrating, redissolving the residue, and neutralizing with ammonium hydroxide, filtering, washing, and igniting the residue lime rock. The difference between the percentage of insoluble matter and 100% is reported as carbonates of calcium and magnesium. The lime rock shall not contain more than 0.5% of roots, leaf mold, organic, or foreign matter and shall be obtained from pits from which all overburden has been removed previous to blasting and quarrying. The gradation of the lime rock shall meet the following requirements: Sieve Designation (square openings) Percentage by Weight Passing Sieves 3-1/2 inch (90.mm) 3/4 inch (19~O mm) IDa 50-100 All fine material shall consist entirely of dust of fracture. 211-2.2 Sources of supply of lime rock material shall be approved by the Florida Department of Transportation and the material shall be produced in accordance with the requirements set out in the Florida Department of Transportation Standard Operating Procedure for Evaluation, Approval and Control of Mineral Aggregate Sources - Limerock, Cemented Coquina ands Shell Base Materials. The material shall have an average Limerock Bearing Ration (LBR) value of not less than 100 or as given on the Project Plans. The average LBR value of material at a particular source shall be determined in accordance with an approved quality control procedure. LIME ROCK BASE COURSE P-211-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION CONSTRUCTION METHODS 211..3.1 SOURCES OF SUPPLY. All work involved in cleaning and stripping pits, including'the handling of unsuitable material shall be performed by the Contractor at his/her own expense. The lime rock shall be obtained from approved sources. The pits shall be operated in such a manner that a clean and uniform material will be secured. 211..3.2 EQUIPMENT. All equipment necessary for the proper construction of this work shall be on the project, in first-class working condition, and approved by the Engineer before construction is permitted to start. 211-3.3 PREPARING UNDERLYING COURSE. The underlying course shall be checked and accepted by the Engineer before placing and spreading operations are started. Any ruts or soft yielding places caused by improper drainage conditions, hauling, or any other cause shall be corrected at the Contractor's expense before the base course is placed thereon. Material shall not be placed on frozen subgrade. 211..3.4 PLACING AND SPREADING. All base course material shall be placed on the prepared underlying course and compacted in layers to the thickness shown on the plans. The depositing and spreading of the material on the prepared course or on a completed layer shall commence where designated and shall progress without breaks. The material shall be deposited and spread in lanes in a uniform la yef and without segregation of size to such loose depth that, when compacted, the layer shall have the required thickness~ When more than one layer is required, the construction procedure described herein shall apply similarly to each layer, excepting the scarifying and rerolling of the surface which shall apply to only the top layer. The rock shall be transported to locations where it is to be used over rock previously placed and dumped at the end of the preceding spread. It shall then be spread uniformly with shovels, forks, or approved mechanical spreaders especially construe ted for this purpose. In no case shall rock be dumped directly onto the underlying course. Transporting over the underlying course will not be permitted, except as directed, in which case it must be protected by planking if rutting occurs. During the dumping and spreading operations, the rock shall be brought to the proper moisture content to obtain maximum density. If water is added, it shall be uniformly mixed to the full depth of the course by discing. All segregated areas of fine or coarse rock shall be removed and replaced with well-graded rock, and approved by the Engineer. Lime rock shall not be spread when the subgrade is in an unsuitable condition~ The lime rock base course shall be constructed in a layer not less than 4 inches (100 nun) nor more than 6 inches (150 mm) of compacted thickness. The base course shall be constructed in lanes or strips parallel with the centerline of the paved area. During the placing operation, sufficient caution shall be exercised to prevent the incorporation of subgrade, subbase, or shoulder material in the lime rock. 211-3.5 ROLLING. Immediately after completion of the spreading operations, the base material shall be thoroughly compacted. The number, type, and weight of rollers shall be sufficient to compact the mixture to the req uired density. The field density of the compacted material shall be at least 100 percent of the maximum density of laboratory specimens prepared from samples of the base material delivered to the jobsite. The laboratory specimens shall be compacted and tested in accordance with ASMT D 698. The in-place field density shall be determined in accordance with ASTM D 1556~ The moisture content of the material at the start of compaction shall not be below nor more than 1-1/2 percentage points above the optimum moisture content. 211..3.6 FINISHING BASE COURSE.. After the watering and rolling of the base course, the entire surface shall be scarified to a depth of at least 3 inches (75 nun) and shaped to the exact crown and cross section with a blade grader. The scarified material shall be rewatered and thoroughly rolled. Rolling shall continue until the base is bonded and compacted into a dense, unyielding mass, true to grade and cross section. The scarifying and rolling of the surface of the base shall follow the initial rolling of the lime rock by not more than 4 days. When the lime rock base is constructed in two layers, the scarifying of the surface shall be to a depth of 2 inches (50 nun). LIME ROCK BASE COURSE P-211-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION If, in the opinion of the Engineer, the surface of the base is glazed or cemented to the extent that the prime coat could not penetrate properly, and after determining that the condition of the base meets all requirements, he will direct that the surface of the base be hard-planed with a blade grader and broomed immediately prior to the application of the prime coat. This hard-planing shall be done in such a manner that only the glazed or cemented surface is removed, leaving a granular or porous condition that will allow free penetration of the prime material. The material planed from the base shall be removed from the base area. If at any time the underlying material becomes churned up and mixed with the base course material, the Contractor shall, without additional compensation, dig out and remove the mixture, reshape and compact the underlying course, and replace the materials removed with clean rock which shall be watered and rolled until satisfactorily compacted. Where cracks, checks, or failures appear in the base, either before or after priming and before the surface course is laid, the Contractor shall remove such cracks, checks, or failures by rescarifying, reshaping, watering, rolling, and adding lime rock where necessary. 211-3.7 SURFACE TOLERANCE. After the course has been completely compacted, the surface shall be tested for smoothness and accuracy of grade and crown~ Any portion lacking the required smoothness or failing in accuracy of grade or crown shall be scarified, reshaped, recompacted, and otherwise manipulated as the Engineer may direct until the required smoothness and accuracy are obtained. The finished surface shall not vary more than 3/8 inch (9 mm) from a 16- foot (4.8 mm) straightedge when applied to the surface parallel with, and at right angles to, the centerline. In testing surface of the harder lime rocks, measurement of clearances from the straightedge shall not include small holes caused by individual pieces being pulled out by the grader. 211-3.8 THICKNESS. The thickness of the base course shall be determined by depth tests or elevations taken at intervals in such a manner that each test shall represent 300 square yards (28 square meters), or it shall be as otherwise directed by the Engineer. The depth tests shall be made by test holes through the base at least 3 inches (75 mm) in diameter. Where the base deficiency is more than 1/2 inch (12 nun), the Contractor shall correct such areas by scarifying and adding rock~ The base shall be scarified; rock added, and tapered a distance of 100 feet (30m) in each direction from the edge of the deficient area for each inch of rock added. The affected area shall then be watered, bladed, rolled, and brought to a satisfactory state of compaction, required thickness, and cross section. The thickness of the base in the affected area shall be remeasured by depth tests or elevations~ The operations of scarifying, adding rock, and reraIling shall continue until the base thickness is within the l/2-inch (12 nun) tolerance of base thickness. The final base thickness of the reconditioned area shall be used to determine. the average job thickness. The average job thickness shall be the average of the depth measurement as above outlined and shall be within 1/4 inch (6 mm) of the thickness shown on the typical cross section. On individual depth measurements, thicknesses more than 1/2 inch (12 mm) in excess of that shown on the plans shall be considered as specified thickness plus 1/2 inch (12 nun) in computing the average job thickness. The Contractor shall replace, at his/her expense, the lime rock removed from test holes~ 211..3.a9 PROTECTION. Work on the base course shall not be accomplished during freezing temperatures nor when the subgrade is wet. When the aggregate contains frozen materials or the underlying course is frozen, the construction shall be stopped. Hauling equipment may be routed over completed portions of the base course~ provided no damage results and provided that such equipment is routed over the full width of the base course to avoid rutting or uneven compaction. However ~ the Engineer in charge shall have full and specific authority to stop all hauling over completed or partially completed. base course when~ in his/her opinion, such hauling is causing damage~ Any damage resulting to the base course from routing equipment over the base course shall be repaired by the Contractor at hislher own expense. 211-3.alO MAINTENANCE. Following the completion of the base course, the Contractor shall perform all maintenance work necessary to keep the base course in a condition satisfactory for priming. After priming, the surface shall be kept clean and free from foreign material. The base course shall be properly drained at all times. If cleaning is necessary, or if the prime coat becomes disturbed, any work or restitution necessary shall be performed at the expense of the Contractor. LIME ROCK BASE COURSE P-211-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION METHOD OF MEASUREMENT 211-4.1 The quantity of lime rock base course to be paid for shall be the number of square yards of base material placed, bonded; and accepted in the completed base course. The quantity of base course material shall be measured in final position, per the dimensions set forth in the plans. On individual depth measurements, thicknesses more than 1/2 inch (12 mm) in excess of that shown on the plans shall be considered as the specified thickness plus 1/2 inch (12 rom) in computing the yardage for payment. BASIS OF PA YMENT 211-5.1 Payment shall be made at the contract unit price per square yard for lime rock base course. This price shall be full compensation for furnishing all materials and for all preparation, hauling, and placing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. The cost of removing cracks and checks including the labor and material for repriming, and the additional lime rock necessary for crack elimination, will not be paid for separately but shall be included in the contract price per square yard for lime rock base course~ Payment will be made under: ItemP-211-5.1 12" Limerock Base Course -per square yard TESTING REQUIREMENTS ASTM C 136 Sieve or Screen Analysis afFine and Course Aggregate ASTM D 698 Moisture-Density Relations of Soils and Soil Aggregate Mixtures Using 5.5-1b (2.49-kg) Rammer and 12-in (305 mm) Drop ASTM D 1556 Density of Soil in Place by the Sand-Cone Method ASTM D 2167 Density of Soil in Place by the Rubber-BaIlon Method ASTM 4318 Liquid Limit, Plastic Limit, and Plasticity Index of Soils END OF ITEM P~211 LIME ROCK BASE COURSE P-211-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM P.401 PLANT MIX BITUMINOUS PA VElVIENTS (60,000 lbs or less gross aircraft weight) DESCRIPTION 401-1.1 This item shall consist of a pavement course composed of mineral aggregate and bituminous material mixed in a central mixing plant and placed on a prepared course in accordance with these specifications and shall conform to the lines, grades, thicknesses, and typical cross sections shown on the plans. Each course shall be constructed to the depth, typical section; or elevation required by the plans and shall be rolled, finished, and approved before the placement of the next course. MA TERIALS 401..2.1 AGGREGATE. Aggregates shall consist of crushed stone or crushed gravel, with or without natural sand or other inert finely divided mineral aggregate. The portion of materials retained on the No~ 4 sieve is coarse aggregate. The portion passing the No.4 sieve and retained on the No. 200 sieve is fine aggregate, and the portion passing the N Q. 200 sieve is mineral filler. a. Coarse Aggregate. Coarse aggregate shall consist of sound~ tough, durable particles, free from adherent films of matter that would prevent thorough coating and bonding with the bituminous material and be free from organic matter and other deleterious substances. The percentage of wear shall not be greater than 40 percent when tested in accordance with ASTM C 131. The sodium sulfate soundness loss shall not exceed 10 percent, or the magnesium sulfate soundness loss shall not exceed 13 percent, after five cycles, when tested in accordance with ASTM C 88. Aggregate shall contain at least SO percent by weight of individual pieces having two or more fractured faces and 65 percent by weight having at least one fractured face. The area of each face shall be equal to at least 75 percent of the smallest mid sectional area of the pieceA When two fractured faces are contiguous, the angle between the planes of fractures shall be at least 30 degrees to count as two fractured faces. Fractured faces shall be obtained by crushing. The aggregate shall not contain more than 8 percent, by weight, of flat particles, elongated particles, and flat and elongated pieces, when tested in accordance with ASTM D 4791 with a value of 5: 1. b. Fine Aggregate. Fine aggregate shall consist of clean, sound, durable; angular shaped particles produced by crushing stone; or gravel that meets the requirements for wear and soundness specified for coarse aggregate. The aggregate particles shall be free from coatings of clay, silt, or other objectionable matter and shall contain no clay balls. The fine aggregate, including any blended material for the fine aggregate, shall have a plasticity index of not more than 6 and a liquid limit of not more than 25 when tested in accordance with ASTM D 4318. Natural (nonmanufactured) sand may be used to obtain the gradation of the aggregate blend or to improve the workability of the mix. The amount of sand to be added will be adjusted to produce mixtures conforming to requirements of this specificatioTIw The fine aggregate shall not contain more than 20 percent natural sand by weight of total aggregates. If used, the natural sand shall meet the requirements of ASTM D 1073 and shall have a plasticity index of not more than 6 and a liquid limit of not more than 25 when tested in accordance with ASTM D 4318. The aggregate shall have sand equivalent values of 35 or greater when tested in accordance with ASTM D 2419. c. Sampling. ASTM D 75 shall be used in sampling coarse and fine aggregate, and ASTM C 183 shall be used in sampling mineral filler. 401-2.2 MINERAL FILLER. If filler, in addition to that naturally present in the aggregate, is necessary, it shall meet the requirements of ASTM D 242. 401..2.3 BITUMINOUS MATERIAL. Bituminous material shall conform to the following requirements: PLANT MIX BITUMINOUS PAVEMENTS P 401-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Grade Specification Penetration Grade V iscosi ty Grade Performance Graded Asphalt Institute ASTM D 946 ASTM D 3381 Superpave Series No. l(SP-l) 85 -1 00 AC-20 AR-2000 In general, the Engineer should choose a PG-asphalt binder that has been approved for use in the vicinity by the State DOT, and is locally available. In general, a high reliability (98 percent) on both the high and low temperature categories is sufficiently conservati vet The Contractor shall furnish vendor's certified test reports for each lot of bituminous material shipped to the project. The vendorts certified test report for the bituminous material can be used for acceptance or tested independently by the Engineer. 401..2.4 PRELIMINARY MATERIAL ACCEPTANCE. Prior to delivery of materials to the job site) the Contractor shall submit certified test reports to the Engineer for the following materials: a. Coarse Aggregate. (1) Percent of wear. (2) Soundness. b. Fine Aggregate. ( 1 ) Liquid limit. (2) Plastic index. (3) Sand equivalent. c. Mineral Filler. d. Bituminous Material. Test results for bituminous material shall include temperature/viscosity charts for mixing and compaction temperatures. The certification(s) shall show the appropriate ASTM testes) for each material, the test results, and a statement that the material meets the specification requirement. The Engineer may request samples for testing, prior to and during production, to verify the quality of the materials and to ensure conformance with the applicable specifications. 401-2.5 ANTI..STRIPPING AGENT. Any anti-stripping agent or additive if required shall be heat stable, shall not change the asphalt cement viscosity beyond specifications, shall contain no harmful ingredients, shall be added in recommended proportion by approved method, and shall be a material approved by the Department of Transportation of the State in which the project is located. COMPOSITION 401..3~1 COMPOSITION OF MIXTURE. The bituminous plant mix shall be composed of a mixture of well- graded aggregate, filler and anti -strip agent if required, and bituminous material. The several aggregate fractions shall be sized, handled in separate size groups, and combined in such proportions that the resulting mixture meets the grading requirements of the job mix formula (JMF). . 401-3.2 JOB MIX FORMULA~ No bituminous mixture for payment shall be produced until a job mix formula has been approved in writing by the Engineer. The bituminous mixture shall be designed using procedures contained in PLANT MIX BITUMINOUS PAVEMENTS P 401-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Chapter 5, MARSHALL METHOD OF MIX DESIGN, of the Asphalt Institutets Manual Series No~ 2 (MS-2), Mix Design Methods for Asphalt Concrete, sixth edition. The design criteria in Table 1 are target values necess ary to meet the acceptance req uirements contained in paragraph 401-5.2b. The criteria is based on a production process which has a material variability with the following standard deviations: Stability (lbs.) = 270 Flow (0.01 inch) = 1.5 Air Voids (%) ::: 0.65 If material variability exceeds the standard deviations indicatedt the job mix formula and subsequent production targets should be based on a stability greater than shown in Table 1, and the flow and air voids should be targeted close to the mid-range of the criteria in order meet the acceptance requirements. Tensile Strength Ratio (TSR) of the composite mixture, as determined by ASTM D 4867, shall not be less than 75, nor shall the dry strength be less than 200 psi as determined by ASTM D 1074. Anti-stripping agent shall be added to the asphalt; as necessary, to produce a TSR of not less than 75 while maintaining a minimum dry strength of 200 psL If an antistrip agent is required, it will be provided by the Contractor at no additional cost to the Owner. The job mix formula shall be submitted in writing by the Contractor to the Engineer at least 10 days prior to the start of paving operations and shall include as a minimum: a. Percent passing each sieve size for total combined gradation, individual gradation of all aggregate stockpiles and percent by weight of each stockpile used in the job mix formula. b. Percent of asphalt cement~ c. Asphalt viscosity, viscosity or penetration grade. d. Number of blows of hammer compaction per side of molded specimen. ell Mixing temperature. f. Compaction temperature. g. Temperature of mix when discharged from the mixer. h. T emperature- viscosity relationship of the asphalt cement. i. Plot of the combined gradation on the Federal Highway Administration (FHW A) 45 power gradation curve. j. Graphical plots of stability, flow, air voids, voids in the mineral aggregate, and unit weight versus asphalt content k. Percent natural sand. I. Percent fractured faces. m. Percent by weight of flat particles, elongated particles, and flat and elongated particles (and criteria). D. Tensile Strength Ratio (TSR)~ o. Dry strength p. Antistrip agent (if required). q. Date the job mix formula was developed~ The Contractor shall submit to the Engineer the results of verification testing of three (3) asphalt samples prepared at the optimum asphalt content. The average of the results of this testing shall indicate conformance with the job mix formula requirements specified in Tables 1,2 and 3. When the project requires asphalt mixtures of differing aggregate gradations, a separate job mix formula and the results of job mix formula verification testing must be submitted for each mix. The job mix formula for each mixture shall be in effect until a modification is approved in writing by the Engineer. Should a change in sources of materials be made, a new job mix formula must be submitted within 10 days and approved by the Engineer in writing before the new material is used. After the initial production job mix formula(s) has/have been approved by the Engineer and a new or modified job mix formula is required for whatever reason, the subsequent cost of the Engineer's approval of the new or modified job mix formula will be borne by the Contractor. PLANT MIX BITUMINOUS PAVEMENTS P 401-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION There will be no time extension given or considerations for extra costs associated with the stoppage of production paving or restart of production paving due to the time needed for the Engineer to approve the initial, new or modified job mix formula. Pavement Designed for Aircraft Gross Weight 60,000 TEST PROPERTY Lbs or less or Tie Pressures of 100 Ps or less Number of Blows 50 Stability, pounds minimum 1350 Flow, 0.01 in. 10 -18 Air Vaids (percent) 2.8 - 4.2 Percent Voids in Mineral Aggregate, minimum See Table 2 TABLE 1. MARSHALL DESIGN CRITERIA TABLE 2. MINIMUM PERCENT VOIDS IN MINERAL AGGREGATE I Maximum Particle Size Minimum Voids in Mineral Aggregate, percent in. Percent Vi 16 3A 15 1 14 1-1/2 13 The mineral aggregate shall be of such size that the percentage composition by weight, as determined by laboratory screens, will conform to the gradation or gradations specified in Table 3 when tested in accordance with ASTM StandardC 136andC 117. The gradations in Table 3 represent the limits that shall determine the suitability of aggregate for use from the sources of supply. The aggregate, as selected (and used in the IMP), shall have a gradation within the limits designated in Table 3 and shall not vary from the low limit on one sieve to the high limit on the adjacent sieve, or vice versa, but shall be well graded from coarse to fine. Deviations from the final approved mix design for bitumen content and gradation of aggregates shall be within the action limits for individual measurements as specified in paragraph 401-6.5a. The limits still will apply if they fall outside the master grading band in Table 3. The maximum size aggregate used shall not be more than one-half of the thickness of the course being constructed except where otherwise shown on the plans or ordered by the Engineer. Sieve Size Percenta2e by Weight Passin2 Sieve (units) %'Imax 1/2 "max 1-1/4 in~ -- -- I in. -- -- 3/4 in~ 100 -- 1/2 in. 79-99 100 3/8 in. 68-88 79-99 No.4 48-68 58-78 No.8 33-53 39-59 No. 16 20-40 26-46 No. 30 14-30 19-35 No. 50 9-21 12-24 No~ 100 6-16 7-17 No. 200 3-6 3-6 Asphalt percent: Stone or gravel 5.0 -7~5 5.5 - 8.0 TABLE 3. AGGREGATE - BITUMINOUS PAVEMENTS PLANT MIX BITUMINOUS PAVEMENTS P 401-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION The aggregate gradations shown are based on aggregates of uniform specific gravity. The percentages passing the various sieves shall be corrected when aggregates of varying specific gravities are used, as indicated in the Asphalt Insti tute Manual S eries No. 2 (MS- 2), Appendix A. 401-3~3 RECYCLED ASPHALT CONCRETE~ RAP will not be permitted on this projecL 401..3.4 TEST SECTION. Prior to full production, the Contractor shall prepare and place a quantity of bituminous mixture according to the job mix formula. The amount of mixture should be sufficient to construct a test section 300-ft long and 20-ft wide placed in two lanes, with a longitudinal cold joint, and shall be of the same depth specified for the construction of the course which it represents. A cold joint is an exposed construction joint at least 4 hours old or whose mat has cooled to less than 1600 F. The underlying grade or pavement structure upon which . the test section is to be constructed shall be the same as the remainder of the course represented by the test section. The equipment used in construction of the test section shall be the same type and weight to be used on the remainder of the course represented by the test section~ The test section shall be evaluated for acceptance as a single lot in accordance with the acceptance criteria in paragraph 401...5.1 and 401-6.3. The test section shall be divided into equal sublots. As a minimum the test section shall consist of 3 sublots. The test section shall be considered acceptable if; 1 ) stability, fio w; mat density, air voids, and joint density are 90 percent or more within limits, 2) gradation and asphalt content are within the action limits specified in paragraphs 401-6.5 a and 5b, and 3) the voids in the mineral aggregate are wi thin the limits of Table 2. If the initial test section should prove to be unacceptable, the necessary adjustments to the job mix formula; plant operation, placing procedures, and/or rolling procedures shall be made. A second test section shall then be placed. If the second test section also does not meet specification requirements; both sections shall be removed at the Contractor's expense. Additional test sections, as required) shall be constructed and evaluated for conformance to the specifications. Any additional sections that are not acceptable shall be removed at the Contractor.s expense. Full production shall not begin until an acceptable section has been constructed and accepted in writing by the Engineer. Once an acceptable test section has been placed, payment for the initial test section and the section that meets specification reg uirements shall be made in accordance with paragraph 401-8.1. Job mix control testing shall be performed by the Contractor at the start of plant production and in conjunction with the calibration of the plant for the job mix formula. If aggregates produced by the plant do not satisfy the gradation requirements or produce a mix that meets the Th1F. It will be necessary to reevaluate and redesign the mix using plant-produced aggregates. Specimens shall be prepared and the optimum bitumen content determined in the same manner as for the original design tests. Contractor will not be allowed to place the test section until the Contractor Quality Control Program, showing conformance with the requirements of Paragraph 401-6.1, has been approved, in writing, by the Engineer. 401-3.5 TESTING LABORATORY. The laboratory used to develop the job mix formula shall meet the requirements of ASTM D 3666 including the requirement to be accredited by a national authority such as the National Voluntary Laboratory Accreditation Program (NVLAP)~ the American Association for Laboratory Accreditation (AALA), or AASHTO Accreditation Program (AAP). Laboratory personnel shall meet the requirements of Section 100 of the General Provisions. A certification signed by the manager of the laboratory stating that it meets these requirements shall be submitted to the Engineer prior to the start of construction. The certification shall contain as a minimum: a. Qualifications of personnel; laboratory manager, supervising technician, and testing technicians~ b. A listing of equipment to be used in developing the job mix. c. A copy of the laboratory's quality control system. d. Evidence of participation in the AASHTO Materials Reference Laboratory (ArviRL) program. e. ASTM D 3666 certification of accreditation by a nationally recognized accreditation program. PLANT MIX BITUMINOUS PAVEMENTS P 401-5 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION CONSTRUCTION METHODS 401-4.1 WEATHER LIMITATIONS. The bituminous mixture shall not be placed upon a wet surface or when the surface temperature of the underlying course is less than specified in Table 4. The temperature requirements may be waived by the Engineer, if requested; however, all other requirements including compaction shall be met. TABLE 4. BASE TEMPERATURE LIMITATIONS Base Temperature Mat Thickness (Minimum) De2. F 3 in. (7 ~5 em) or greater 40 Greater than 1 in. (2.5 em) but less than 3 in. (7.5 em) 45 1 in. (2.5 em) or less 50 401-4.2 BITUMINOUS MIXING PLANT. Plants used for the preparation of bituminous mixtures shall conform to the requirements of ASTM D 995 with the following changes: a. Requirements for All Plants. (1) Truck Scales~ The bituminous mixture shall be weighed on approved scales furnished by the Contractor, or on certified public scales at the Contractor's expense. Scales shall be inspected and sealed as often as the Engineer deems necessary to assure their accuracy. Scales shall conform to the requirements of the General Provisions, Section 90-01. In lieu of scales, and as approved by the Engineer, asphalt mixture weights may be determined by the use of an electronic weighing system equipped with an automatic printer that weighs the total paving mixture. Contractor must furnish calibration certification of the weighing system prior to mix production and as often thereafter as requested by the Engineer. (2) Testin2 Facilities. The Contractor shall provide laboratory facilities at the plant for the use of the Engineerrs acceptance testing and the Contractor's quality control testingA The Engineer will always have priority in the use of the laboratory. The lab shall have sufficient space and equipment so that both testing representatives (Engineer's and Contractor's) can operate efficiently. The lab shall also meet the requirements of ASTM D 3666. The plant testing laboratory shall" have a floor space area of not less than 150 square feet, with a ceiling height of not less than 7 -Y2 feet. The laboratory shall be weather tight, sufficiently heated in cold weather, air -conditioned in hot weather to maintain temperatures for testing purposes of 70 degrees F +/- 5 degrees F. The plant testing laboratory shall be located on the plant site to provide an unobstructed view, from one of its windows, of the trucks being loaded with the plant mix materials. Laboratory facilities shall be kept clean, and all equipment shall be maintained in proper working condition. The Engineer shall be permitted unrestricted access to inspect the Contractor's laboratory facility and witness quality control acti vi ties. The Engineer will ad vise the Contractor in writing of any noted deficiencies concerning the laboratory facility, equipment, supplies, or testing personnel and procedures. When the deficiencies are serious enough to be ad versel y affecting the test results, the incorporation of the materials into the work shall be suspended immediately and will not be permitted to resume until the deficiencies are satisfactorily corrected. As a minimum, the plant testing laboratory shall have: (a) Adequate artificial lighting (b) Electrical outlets sufficient in number and capacity for operating the required testing equipment and drying samples. (c) Fire extinguishers (2), Underwriter's Laboratories approved PLANT MIX BITUMINOUS PAVEMENTS P 401 ~6 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION (d) Work benches for testing, minimum 2 Y2 feet by 10 feet. (e) Desk with 2 chairs (f) Sanitary facilities convenient to testing laboratory (g) Exhaust fan to outside air, minimum 12 inch blade diameter (h) A direct telephone line and telephone including a FAX machine operating 24 hours per day, seven days per week (i) File cabinet with lock for Engineer G) Sink with running water, attached drain board and drain capable of handling separate material (k) Metal stand for holding washing sieves (I) Two element hot plate or other comparable heating device, with dial type thermostatic controls for drying aggregates (m) Mechanical shaker and appropriate sieves (listed in JMF, Table 3) meeting the requirements of ASTM E-l1 for determining the gradation of coarse and fine aggregates in accordance with ASTM C 136 (0) Marshall testing equipment meeting ASTM D 6926, ASTM D 6927, automatic compaction equipment capable of compacting three specimens at once and other apparatus as specified in ASTM C 127, D 2172, D 2726, and D 2041. (0) Oven, thermo static all y controlled~ inside minimum 1 cubic foot (p) Two volumetric specific gravity flasks, 500 cc (q) Other necessary hand tools required for sampling and testing (r) Library containing contract specifications, latest ASTM volumes 4.01, 4.02, 4.03 and 4.09, AASHTO standard specification parts I and II, and Asphalt Institute Publication MS-2. (s) Equipment for Theoretical Specific Gravity testing including a 4,000 cc pycnometer, vacuum pump capable of maintaining 30 ml mercury pressure and a balance, 16-20 kilograms with accuracy of 0.5 grams (t) Extraction equipment; centrifuge and reflux types and ROTOflex equipment (n) A masonry saw with diamond blade for trimming pavement cores and samples (v) Telephone Approval of the plant and testing laboratory by the Engineer requires all facilities and equipment to be in good working order during production, sampling and testing. Failure to provide the specified facilities shall be sufficient cause for disapproving bituminous plant operations A The Owner shall have access to the lab and the plant whenever Contractor is in production. (3) Inspection of Plant. The Engineer; or Engineer's authorized representative, shall have access, at all times, to all areas of the plant for checking adequacy of equipment; inspecting operation of the plant: verifying weights, proportions, and material properties; and checking the temperatures maintained in the preparation of the mixtures. (4) Storaee Bins and Surge Bins.. Use of surge bins or storage bins for temporary storage of hot bituminous mixtures will be permitted as follows: (a) The bituminous mixture may be stored in surge bins for a period of time not to exceed 3 hours~ (b) The bituminous mixture may be stored in insulated storage bins for a period of time not to exceed 24 hours. The bins shall be such that mix drawn from them meets the same requirements as mix loaded directly into trucks. If the Engineer determines that there is an excessive amount of heat loss, segregation or oxidation of the mixture due to temporary storage, no overnight storage will be allowed. 401.4.3 HAULING EQUIPMENT. Trucks used for hauling bituminous mixtures shall have tight, clean, and smooth metal beds. To prevent the mixture from adhering to them, the truck beds shall be lightly coated with a PLANT MIX BITUMINOUS PAVEMENTS P 401-7 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION minimum amount of paraffin oil, lime solution; or other approved material. Petroleum products shall not be used for coating truck beds. Each truck shall have a suitable cover to protect the mixture from adverse weather. When necessary, to ensure that the mixture will be delivered to the site at the specified temperature, truck beds shall be insulated or heated and covers shall be securely fastened. 401-4.4 BITUMINOUS PAVERS. Bituminous pavers shall be self-propelled, with an activated heated screed, capable of spreading and finishing courses of bituminous plant mix material which will meet the specified thickness, smoothness, and grade. The paver shall have sufficient power to propel itself and the hauling equipment without adversely affecting the finished surface. The paver shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation. The hopper shall be equipped with a distribution system to place the mixture uniformly in front of the screed without segregation. The screed shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, or gouging the mixture. The paver shall be equipped with a control system capable of automatically maintaining the specified screed elevation. The control system shall be automatically actuated from either a reference line and/or through a system of mechanical sensors or sensor-directed mechanisms or devices that will maintain the paver screed at a predetermined transverse slope and at the proper elevation to obtain the required surface. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. The controls shall be capable of working in conjunction with any of the following attachments: 3. Ski-type device of not less than 30 feet in length. b. Taut stringline (wire) set to grade. c. Short ski or shoe. d. Laser controL If, during construction, it is found that the spreading and finishing equipment in use leaves tracks or indented areas, or produces other blemishes in the pavement that are not satisfactorily corrected by the scheduled operations, the use of such equipment shall be discontinued and satisfactory equipment shall be provided by the Contractor. 401-4.5 ROLLERS. Rollers of the vibratory~ steel wheel, and pneumatic-tired type shall be used. They shall be in good condition, capable of operating at slow speeds to avoid displacement of the bituminous mixture. The number, type, and weight of rollers shall be sufficient to compact the mixture to the required density while it is still in a workable condition. All rollers shall be specifically designed and suitable for compacting hot mix bituminous concrete and shall be proper I y used. Rollers that impair the stability of any layer of a pavement structure or underlying soils shall not be used. Depressions in pavement surfaces caused by rollers shall be repaired by the Contractor at its own expense. The use of equipment that causes crushing of the aggregate will not be permitted. 8. Nuclear Densometer. The Contractor shall have on site a nuclear densometer during all paving operations in order to assist in the determination of the optimum rolling pattern, type of roller and frequencies~ as well as to monitor the effect of the rolling operations during production paving. The Contractor shall also supply a qualified technician during all paving operations to calibrate the nuclear densometer and obtain accurate density readings for all new bituminous concrete. These densities shall be supplied to the Engineer upon request at any time during construction. No separate payment will be made for supplying the density gauge and technician. 401-4.6 PREPARATION OF BITUMINOUS MATERIAL. The bituminous material shall be heated in a manner that will avoid local overheating and provide a continuous supply of the bituminous material to the mixer at a uniform temperature~ The temperature of the bituminous material delivered to the mixer shall be sufficient to provide a suitable viscosity for adequate coating of the aggregate particles, but shall not exceed 325 degrees F, unless otherwise required by the manufacturer. PLANT MIX BITUMINOUS PAVEMENTS P 401-8 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 401 ~4. 7 PREP ARA TION OF MINERAL A GGREGA TE~ The aggregate for the mixture shall be heated and dried prior to introduction into the mixer. The maximum temperature and rate of heating shall be such that no damage occurs to the aggregates. The temperature of the aggregate and mineral filler shall not exceed 350 degrees F when the asphalt is added. Particular care shall be taken that aggregates high in calcium or magnesium content are not damaged by overheating~ The temperature shall not be lower than is required to obtain complete coating and uniform distribution on the aggregate particles and to provide a mixture of satisfactory workability. 401-4.8 PREPARATION OF BITUMINOUS MIXTURE. The aggregates and the bituminous material shall be weighed or metered and introduced into the mixer in the amount specified by the job mix formula. The combined materials shall be mixed until the aggregate obtains a uniform coating of bitumen and is thoroughly distributed throughout the mixture. Wet mixing time shall be the shortest time that will produce a satisfactory mixture, but not less than 25 seconds for batch plants. The wet mixing time for all plants shall be established by the Contractor, based on the procedure for determining the percentage of coated particles described in ASTM D 2489, for each individual plant and for each type of aggregate used. The wet mixing time will be set to achieve 95 percent . of coated particles. For continuous mix plants, the minimum mixing time shall be determined by dividing the weight of its contents at operating level by the weight of the mixture delivered per second by the mixer. The moisture content of all bituminous mixtures upon discharge shall not exceed 0.5 percent. For batch plants, wet mixing time begins with the introduction of bituminous material into the mixer and ends with the opening of the mixer discharge gate. Distribution of aggregate and bituminous material as they enter the pugmill, speed of mixer shafts, and arrangement and pitch of paddles are factors governing efficiency of mixing. Prolonged exposure to air and heat in the pugmill harden the asphalt film on the aggregate~ Mixing time, therefore, should be the shortest time required to obtain uniform distribution of aggregate sizes and thorough coating of aggregate particles with bituminous materiaL 401-4.9 PREPARATION OF THE UNDERLYING SURFACE~ Immediately before placing the bituminous mixture, the underlying course shall be cleaned of all dust and debris~ A prime coat or tack coat shall be applied in accordance with Item P-602 or P-603, if shown on the plans. 401..4.10 TRANSPORTING, PLACING, AND FINISHING. Prior to the placement of the bituminous mixture, the Contractor shall prepare a laydown plan for approval by the Engineer. This is to minimize the number of cold joints in the pavement. The laydown plan shall include the sequence of paving laydown by stations, width of lanes, temporary ramp location(s), and laydown temperature. The laydown plan shall also include estimated time of completion for each portion of the work (i.e~ milling, paving, rolling, cooling, etc~). Modifications to the laydown plan shall be approved by the Engineer~ The bituminous mixture shall be transported from the mixing plant to the site in vehicles conforming to the requirements of paragraph 401-4.3. Deliveries shall be scheduled so that placing and compacting of mixture is uniform with minimum stopping and starting of the paver. Hauling over freshly placed material shall not be permitted until the material has been compacted, as specified, and allowed to cool to atmospheric temperature~ The Contractor may elect to use a material transfer vehicle to deliver mix to the paver~ Paving during nighttime construction shall require the following; a. All paving machines, rollers, distribution trucks and other vehicles required by the Contractor for his operations shall be equipped with artificial illumination sufficient to safely complete the work. b. Minimum illumination level shall be twenty (20) horizontal foot candles and maintained in the following areas: (1) An area of 30 feet wide by 30 feet long immediately behind the paving machines during the operations of the machines~ PLANT MIX BITUMINOUS PAVEMENTS P 401 ~9 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION (2) An area of 15 feet wide by 30 feet long immediately in front and back of all rolling equipment, during operation of the equipment. (3) An area 15 feet wide by 15 feet long at any point where an area is being tack coated prior to the placement of pavement. c. As partial fulfillment of the above requirements, the Contractor shall furnish and use, complete artificial lighting units with a minimum capacity of 3,000 watt electric beam lights, affixed to all equipment in such a way to direct illumination on the area under construction. The initial placement and compaction of the mixture shall occur at a temperature suitable for obtaining density, surface smoothness, and other specified requirements but not less than 250 degrees F. Edges of existing bituminous pavement abutting the new work shall be saw cut and carefully removed as shown on the dr'awings and painted with bituminous tack coat before new material is placed against it. Upon arrival, the mixture shall be placed to the full width by a bituminous paver. It shall be struck off in a uniform layer of such depth that, when the work is completed, it shall have the required thickness and conform to the grade and contour indicated. The speed of the paver shall be regulated to eliminate pulling and tearing of the bituminous mat. Unless otherwise permitted, placement of the mixture shall begin along the centerline of a crowned section or on the high side of areas with a one- wa y slope. The mixture shall be placed in consecutive adjacent strips having a minimum width of lO-feet except where edge lanes require less width to complete the area. Additional screed sections shall not be attached to widen paver to meet the minimum lane width requirements specified above unless additional auger sections are added to match. The longitudinal joint in one course shall offset the longitudinal joint in the course immediately below by at least 1 foot; however, the joint in the surface top course shall be at the centerline of crowned pavements. Transverse joints in one course shall be offset by at least 10 feet from transverse joints in the previous course. Transverse joints in adjacent lanes shall be offset a minimum of 10 feet. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the mixture may be spread and luted by hand tools. Areas of segregation in the surface course, as determined by the Engineer, shall be removed and replaced at the Contractor's expense~ The area shall be removed by saw cutting and milling a minimum of 2 inches deep. The area to be removed and replaced shall be a minimum width of the paver and a minimum of 10 feet long. 401-4.11 COMPACTION OF MIXTURE. After placing, the mixture shall be thoroughly and uniformly compacted by power rollers~ The surface shall be compacted as soon as possible when the mixture has attained sufficient stability so that the rolling does not cause undue displacement~ cracking or shoving~ The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor. The speed of the roller shall, at all times, be sufficiently slow to avoid displacement of the hot mixture and be effective in compaction. Any displacement occurring as a result of reversing the direction of the roller, or from any other cause, shall be corrected at once. Sufficient rollers shall be furnished to handle the output of the plant. Rolling shall continue until the surface is of uniform texture, true to grade and cross section, and the required field density is obtained. To prevent adhesion of the mixture to the roller, the wheels shall be equipped with a scraper and kept properly moistened but excessive water will not be permitted. In areas not accessible to the roller, the mixture shall be thoroughly compacted with approved power driven tampers. Tampers shall weigh not less than 275 pounds, having a tamping plate width not less than 15 inches, be rated at not less than 4,200 vibrations per minute, and be suitably equipped with a standard tamping plate wetting device. PLANT MIX BITUMINOUS PAVEMENTS P 401-10 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Any mixture that becomes loose and broken, mixed with dirt, contains check-cracking, or in any way defective shall be removed and replaced with fresh hot mixture and immediately compacted to conform to the surrounding area. This work shall be done at the Contractor. s expense. S kin patching shall not be aHa wed. 401-4.12 JOINTS. The formation of all joints shall be made in such a manner as to ensure a continuous bond between the courses and obtain the required density. All joints shall have the same texture as other sections of the course and meet the requirements for smoothness and grade. The roller shall not pass over the unprotected end of the freshly laid mixture except when necessary to form a transverse joint. When necessary to form a transverse joint, it shall be made by means of placing a bulkhead or by tapering the course. The tapered edge shall be cut back to its full depth and width on a straight line to expose a vertical face prior to placing the adjacent lane. In both methods, all contact surfaces shall be given a tack coat of bitumino us material before placing any fresh mixture against the joint. Longitudinal joints which are irregular, damaged, uncompacted, or otherwise defective [or which have been left unexposed for more than 4 hours; or whose surface temperature has cooled to less than 160 degrees F] shall be cut back to expose a clean, sound surface for the full depth of the course. All contact surfaces shall be given a tack coat of bituminous material prior to placing any fresh mixture against the joint The cost of this work and tack coat shall be considered incidental to the cost of the bituminous course. MA TERIAL ACCEPTANCE 401..5.1 ACCEPTANCE SAMPLING AND TESTING. Unless otherwise specified, all acceptance sampling and testing necessary to determine conformance with the requirements specified in this section will be performed by the Engineer at no cost to the Contractor except that coring [and profilograph testing] as required in this section shall be completed and paid for by the Contractor. Testing organizations performing these tests [except profilograph] shall meet the requirements of ASTM D 3666. All equipment in Contractor furnished laboratories shall be calibrated by the testing organization prior to the start of operations at the Contractor's expense. 3. Plant-Produced Material. Plant-produced material shall be tested for stability, flow, and air voids on a lot basis. Sampling shall be from material deposited into trucks at the plant or from trucks at the job site. Samples shall be taken in accordance with ASTM D 979. A lot will consist of: - one day or shiffs production not to exceed 2,000 tons, or - a half day or shift's production where a day's production is expected to consist of between 2,000 and 4,000 tons, or - similar subdivisions for tonnages over 4)000 tons~ Where more than one plant is simultaneously producing material for the job, the lot sizes shall apply separately for each plant. (1) Samnline. Each lot will consist of four equal sublots. Sufficient material for preparation of test specimens for all testing will be sampled by the Engineer on a random basis, in accordance with the procedures contained in ASTM D 3665. One set of laboratory compacted specimens will be prepared for each sublat in accordance with ASTM D 6926, at the number of blows required by paragraph 401-3.2, Table 1. Each set of laboratory compacted specimens will consist of three test portions prepared from the same sample increment. The sample of bituminous mixture shall be put in a covered metal tin and placed in an oven for not less than 30 minutes nor more than 60 minutes to stabilize to compaction temperature~ The compaction temperature of the specimens should be as specified in the job mix formula. (2) Testinf!. Sample specimens shall be tested for stability and flow in accordance with ASTM D 6927. Air voids will be determined by the Engineer in accordance with ASTM D 3203a PLANT MIX BITUMINOUS PAVEMENTS P 401..11 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Prior to testing, the bulk specific gravity of each test specimen shall be measured by the Engineer in accordance with ASTM D 2726 using the procedure for laboratory-prepared thoroughly dry specimens, or ASTM D 1188, whichever is applicable, for use in computing air voids and pavement density. For air voids determination, the theoretical maximum specific gravity of the mixture shall be measured twice for each sublot in accordance with ASTM D 2041, Type C, D, or E container. The value used in the air voids computation for each sublot shall be based on the average of the two maximum specific gravity measurements for the sub lot. The stability and flow for each sublot shall be computed by averaging the results of all test specimens representing that sublot. (3) Acceptance. Acceptance of plant produced material for stability, flow, and air voids shall be determined by the Engineer in accordance with the requirements of paragraph 401-5..2b. b.. Field Placed Material. Material placed in the field shall be tested for mat and joint density on a lot basis~ (1) Mat Densitv.. The lot size shall be the same as that indicated in paragraph 401-5.1.a and shall be divided into four equal sublots. One core of finished, compacted materials shall be taken by the Contractor from each subIot. Core locations will be determined by the Engineer on a random basis in accordance with procedures contained in ASTM D 3665. Cores shall not be taken closer than one foot from a transverse or longitudinal joint. (2) Joint Densitv. The lot size shall be the total length of longitudinal joints constructed by a lot of material as defined in paragraph 401-5.1 a. The lot shall be divided into four equal sublots. One core of finished, compacted materials shall be taken by the Contractor from each sublot. Core locations will be determined by the Engineer on a random basis in accordance with procedures contained in ASTM D 3665. ALL CORING SHALL BE CENTERED ON THE JOINT. THE MINIMUM CORE DIAMETER FOR JOINT DENSITY DETERMINATION SHALL BE 5 INCHES. (3) Sampling. Samples shall be neatly cut with a core drill. The cutting edge of the core drill bit shall be of hardened steel or other suitable material with diamond chips embedded in the metal cutting edge. The minimum diameter of the sample shall be five inches. Samples that are clearly defective, as a result of sampling, shall be discarded and another sample taken. The Contractor shall furnish all tools, labor, and materials for cutting samples and filling the cored pavement. Cored holes shall be filled in a manner acceptable to the Engineer and within one day after sampling. (4) Testine. The bulk: specific gravity of each cored sample will be measured by the Engineer in accordance with ASTM D 2726 or ASTM D 1188, whichever is applicable~ The percent compaction (density) of each sample will be detennined by dividing the bulk specific gravity of each sublot sample by the average bulk specific gravity of all laboratory prepared specimens for the lot, as determined in paragraph 401- 5.1a(2). The bulk specific gravity used to determine the joint density at joints formed between different lots shall be the lowest of the bulk specific gravity values from the two different lots. (5) Acceptance. Acceptance of field placed material for mat density will be determined by the Engineer in accordance with the requirements of paragraph 401-S.2b(1). Acceptance for joint density will be determined in accordance with the requirements of paragraph 401-5.2b(3). c. Partial Lots - Plant-Produced Material. When operational conditions cause a lot to be terminated before the specified number of tests have been made for the lot, or when the Contractor and Engineer agree in writing to allow overages or other minor tonnage placements to be considered as partial lots, the following procedure will be used to adjust the lot size and the number of tests for the lot. The last batch produced where production is halted will be sampled, and its properties shall be considered as representative of the particular sublot from which it was taken. In addition, an agreed to minor placement will be sampled, and its properties shall be considered as representative of the particular sublot from which it was taken~ PLANT MIX BITUMINOUS PAVEMENTS P 401-12 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Where three sublots are produced, they shall constitute a lot. Where one or two sublots are produced, they shall be incorporated into the next lot; and the total number of sublots shall be used in the acceptance plan calculation~ Le., n = 5 or n = 6, for example. Partial lots at the end 'of asphalt production on the project shall be included with the previous lot. d. Partial Lots .. Field Placed Material. The lot size for field placed material shall correspond to that of the plant material, except that; in no cases, shall less than (3) cored samples be obtained, i.e., n = 3. 401..5.2 ACCEPTANCE CRITERIA.. a. General. Acceptance will be based on the following characteristics of the bituminous mixture and completed pavement as well as the implementation of the Contractor Quality Control Program and test results: ( 1 ) Stability (2) Flow (3) Air voids ( 4 ) Mat density ( 5) Joint density (6) Thickness (7) Smoothness (8) Grade Mat density and air voids will be evaluated for acceptance in accordance with paragraph 401-5~2b(1). Stability and flow will be evaluated for acceptance in accordance with paragraph 401-5.2b(2). Joint density will be evaluated for acceptance in accordance with paragraph 401-5 .2b(3). Thickness will be evaluated by the Engineer for compliance in accordance with paragraph 401-5.2b(4). Acceptance for smoothness will be based on the criteria contained in paragraph 401-5.2b(5). Acceptance for grade will be based on the criteria contained in paragraph 401-5.2b(6). The Engineer may at any time, notwithstanding previous plant acceptance, reject and require the Contractor to dispose of any batch of bituminous mixture which is rendered unfit for use due to contamination, segregation, incomplete coating of aggregate, or improper mix temperature. Such rejection may be based on only visual inspection or temperature measurements. In the event of such rejection, the Contractor may take a representative sample of the rejected material in the presence of the Engineer, and, if it can be demonstrated in the laboratory, in the presence of the Engineer, that such material was erroneously rejected, payment will be made for the material at the contract unit price. b. Acceptance Criteria. (1) Mat Density and Air Voids. Acceptance of each lot of plant produced material for mat density and air voids shall be based on the percentage of material within specification limits (PWL). If the PWL of the lot equals or exceeds 90 percent, the lot shall be acceptable. Acceptance and payment shall be determined in accordance with paragraph 401-8.1. (2) Stability and Flow. Acceptance of each lot of plant produced material for stability and flow shall be based on the percentage of material within specification limits (PWL). If the PWL of the lot equals or exceeds 90 percent, the lot shall be acceptable. If the PWL is less than 90 percent, the Contractor shall determine the reason and take corrective action. If the PWL is below 80 percent, the Contractor must stop production and make adjustments to the mix. Lots with PWL below 80 percent for stability or flow values shall be removed and replaced at the expense of the Contractor. (3) Joint Density. Acceptance of each lot of plant produced material for joint density shall be based on the percentage of material within specification limits (PWL). If the PWL of the lot is equal to or exceeds 90 percent, the lot shall be considered acceptable. If the PWL is less than 90 percent, the Contractor shall evaluate the reason and act accordingly. If the PWL is less than 80 percent, the Contractor shall cease operations PLANT MIX BITUMINOUS PAVEMENTS P 401-13 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION until the reason for poor compaction has been determined. IF THE PWL IS LESS THAN 71 PERCENT, THE PAY FACTOR FOR THE LOT USED TO COMPLETE THE JOINT SHALL BE REDUCED BY 5 PERCENTAGE POINTS~ This lot pay factor reduction shall be incorporated and evaluated in accordance with paragraph 401-8.1. (4) Thickness. Thickness of each lift of surface course shall be evaluated by the Engineer for compliance to the requirements shown on the plans. Measurements of thickness shall be made by the Engineer using the cores extracted for each sublot for density measurement. The maximum allowable deficiency at any point shall not be more than 1;4 inch less than the thickness indicated for the lift Average thickness of lift, or combined lifts, shall not be less than the indicated thickness. Where the thickness tolerances are not met, the lot or sublat shall be corrected by the Contractor at his expense by removing the deficient area and replacing with new pavement. The Contractor, at his expense~ may take additional cores as approved by the Engineer to circumscribe the deficient area. No additional payment shall be made for any lot of surface course asphalt placed for which the average lot thickness exceeds one-quarter inch (1/4") over the total plan thickness of asphalt. The thickness over this 1/4-inch tolerance shall be deducted from the total tonnage for the lot placed computed by using the average unit weight for the lot. A lot of surface course asphalt placed which results in more than one-fourth inch (1/4") average, deficiency in the total plan thickness of asphalt required shall be evaluated by the Engineer and at the Engineer's option~ may be accepted, rejected and replaced by the Contractor at no cost to the Owner or assessed a reduction in payment, as determined by the Engineer. Any lot of surface course asphalt placed which results in more than a one-half inch (1/2") deficiency in total asphalt thickness shall be removed and replaced to the required thickness at the direction of the Engineer and at no cost to the Owner.. (5) Smoothness. The final surface shall be free from roller marks. The finished surfaces of each course of the pavement, except the finished surface of the final course, shall not vary more than % inch when evaluated with a 16 foot straightedge.. The finished surface of the final course of pavement shall not vary more than 1.4 inch when evaluated with a 16 foot straightedge~ The lot size shall be 2,000 square yards (1,650 square meters). Smoothness measurements shall be made at 50 foot intervals and as determined by the Engineer. In the longitudinal direction, a smoothness reading shall be made at the center of each paving lane. In the transverse direction, smoothness readings shall be made continuously across the full width of the pavement. However, transverse smoothness readings shall not be made across designed grade changes. At warped transition areas, straightedge position shall be adjusted to measure surface smoothness and not design grade transitions. When more than 15 percent of all measurements within a lot exceed the specified tolerance, the Contractor shall remove the deficient area to the depth of the final course of pavement and replace with new material. Skin patching shall not be permitted.. Isolated high points may be ground off providing the course thickness complies with the thickness specified on the plans. High point grinding will be limited to 15 square yards. Areas in excess of 15 square yards will require removal and replacement of the pavement in accordance with the limitations noted above. ( 6) Grade. The finished surface of the pavement shall not vary from the gradeline elevations and cross sections shown on the plans by more than ~ inch (12.70 mm). The finished grade of each lot will be determined by running levels at intervals of 50 feet (15.2 m) or less longitudinally and all breaks in grade transversely (not to exceed 50 feet) to determine the elevation of the completed pavement. The Contractor shall pay the cost of surveying of the level runs that shall be performed by a licensed surveyor. The documentation, stamped and signed by a licensed surveyor, shall be provided by the Contractor to the Engineer~ The lot size shall be 2,000 square yards (1,650 square meters). When more than 15 percent of all the measurements within a lot are outside the specified tolerance, or if anyone shot within the lot deviates * inch or more from planned grade, the Contractor shall remove the deficient area to the depth of the final course of pavement and replace with new material. Skin patching shall not be permitted. Isolated high points may be ground off providing the course thickness complies with the thickness specified on the plans~ High point grinding will be limited to 15 square yards. Areas in excess of 15 square yards will require removal and replacement of the pavement in accordance with the limitations noted above. c. Percentage of Material Within Specification Limits (PWL). The percentage of material within specification limits (PWL) shall be determined in accordance with procedures specified in Section 110 of the General Provisions. The specification tolerance limits (L) for lower and (0) for upper are contained in Table 5. PLANT MIX BITUMINOUS PAVEMENTS P 401-14 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION d. Outliers. All individual tests for mat density and air voids shall be checked for outliers (test criterion) in accordance with ASTM E 178, at a significance level of 5 percent. Outliers shall be discarded, and the PWL shall be determined using the remaining test values. TABLE 5. ACCEPTANCE LIMITS STABILITY, FLOW, AIR VOIDS, DENSITY Pavements Designed for Aircraft Test Property Gross Weights Less Than 60,000 Lbs. or Tire Pressures Less Than 100 Psi Number of Blows 50 Specification Tolerance Limit L U Stability, minimum~ pounds 1000 --- Flow, 0.01 in~ 8 20 Air Voids Total Mix, percent 2 5 Surface Course Mat Density, percent 96.3 --- Base Course Mat Density, percent 95.5 --- J oint Density, percent 93.3 --- The criteria in Table 5 is based on production processes which have a variability with the following standard deviations: Surface Course Mat Density (0/0), 1.30 Base Course Mat Density (0/0), 1.55 Joint Density (%), 2~ 1 The Contractor should note that (1) 90 PWL is achieved when consistently producing a surface course with an average mat density of at least 98 percent with 1.30% or less variability, (2) 90 PWL is achieved when consistently producing a base course with an average mat density of at least 97.5 percent with 1.55% or less variability, and (3) 90 PWL is achieved when consistently producing joints with an average joint density of at least 96 percent with 2.1 % or less variability. 401-5.3 RESAMPLING PAVEMENT. a. Generat Resampling of a lot of pavement will only be allowed for mat density, and then, only if the Contractor requests same, in writing, within 48 hours after receiving the written results from the Engineer. A retest will consist of all the sampling and testing procedures contained in paragraphs 401-5~lb and 401-5~2b(1). Only one resampling per lot will be permitted~ . (1) A redefined PWL shall be calculated for the resampled lot. The number of tests used to calculate the redefined PWL shall include the initial tests made for that lot plus the retests. (2) The cost for res amp ling and retesting shall be borne by the ContractorA 'b. Payment for Resampled Lots. The redefined PWL for a resampled lot shall be used to calculate the payment for that lot in accordance with Table 6~ CIo Outliers" If the tests within a lot include a very large or a very small value which appears to be outside the normal limits of variation, check for an outlier in accordance with ASTM E 178, at a significance level of 5 percent, to determine if this value should be discarded when computing the PWL~ 401-5.4 LEVELING COURSE. Any course used for truing and leveling shall meet the requirements of paragraph 401-3.2, 401-5~2b(1) for air voids and 401-5.2b(2), but shall not be subject to the density requirements of paragraph 401-5.2b(1) for mat density and 401-5.2b(3). The leveling course shall be compacted with the same effort used to PLANT MIX BITUMINOUS PAVEMENTS P 401-15 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AJRPORT PARALLEL TAXIWAY AND APRON EXPANSION achieve density of the test section. The truing and leveling course shall not exceed a nominal thickness of l-Y2 inches (37 ~5 mm). The leveling course is the fIrst variable thickness lift of an overlay placed prior to subsequent courses. CONTRACTOR QUALITY CONTROL 401-6.1 GENERAL. The Contractor shall develop a Quality Control Program in accordance with Section 100 of the General Provisions. The program shall address all elements that affect the quality of the pavement including, but not limited to: a. Mix Design b. Aggregate Grading c. Quali ty of Materials d. Stockpile Management e. Proportioning f. Mixing and Transportation g. Placing and Finishing h. Joints i. Compaction j. Surface Smoothness k. Personnel J. Laydown Plan The Contractor shall perform quality control sampling, testing, and inspection during all phases of the work and shall perform them at a rate sufficient to ensure that the war k conforms to the contract requirements, and at minimum test frequencies required by paragraph 401-6.3 and Section 100 of the General Provisions. As a part of the process for approving the Contractor' s plan~ the Engineer may require the Contractor's technician to perform testing of samples to demonstrate an acceptable level of petformance. No partial payment will be made for materials that are subj ect to specific q uali ty control requirements without an approved plan. 401..6.2 TESTING LABORATORY. The Contractor shall provide a fully equipped asphalt laboratory meeting the requirements of paragraph 401-3.5 and 401-4.2a(2) located at the plant or job site. The Contractor shall provide the Engineer with certification stating that all of the testing equipment to be used is properly calibrated and will meet the specifications applicable for the specified test procedures. 401-6.3 QUALITY CONTROL TESTING. The Contractor shall perform all quality control tests necessary to control the production and construction processes applicable to these specifications and as set forth in the approved Quality Control Program. The testing program shall include, but not necessarily limited to, tests for the control of asphalt content, aggregate gradation, temperatures, aggregate moisture, field compaction, and surface smoothness. A Quality Control Testing Plan shall be developed as part of the Quality Control Program. a. Asphalt Content. A minimum of two extraction tests shall be performed per lot in accordance with ASTM D 6307 or ASTM D 2172 for determination of asphalt content The weight of ash portion of the extraction test, as described in ASTM D 2172, shall be determined as part of the first extraction test performed at the beginning of plant production; and as part of every tenth extraction test performed thereafter, for the duration of plant production. The last weight of ash value obtained shall be used in the calculation of the asphalt content for the mixture~ The, asphalt content for the lot will be determined by averaging the test results. The use of the nuclear method for determining asphalt content in accordance with ASTM D 4125 is permitted, provided that it is calibrated for the specific mix being used. b. Gradation. Aggregate gradations shall be determined a rmmmum of twice per lot from mechanical analysis of extracted aggregate in accordance with ASTM D 5444 and ASTM C 136 (Dry Sieve). When asphalt content is determined by the nuclear method, aggregate gradation shall be determined from hot bin samples PLANT MIX BITUMINOUS PAVEMENTS P 401-16 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION on batch plants, or from the cold feed on drum mix or continuous mix plants, and tested in accordance with ASTM C 136 ( dry sieve) using actual batch weights to determine the combined aggregate gradation of the mixture. c. Moisture Content of Aggregate. The moisture content of aggregate used for production shall be determined a minimum of once per lot in accordance with ASTM C 566~ d. Moisture Content of Mixture. The moisture content of the mixture shall be determined once per lot in accordance with ASTM D 1461. e. Temperatures.. Temperatures shall be checked, at least four times per lot, at necessary locations to determine the temperatures of the dryer, the bitumen in the storage tank, the mixture at the plant, and the mixture at the job site. f. In...Place Density Monitoring. The Contractor shall conduct any necessary testing to ensure that the specified density is being achieved. A nuclear gauge may be used to monitor the pavement density in accordance with ASTM D 2950. g. Additional Testing. Any additional testing that the Contractor deems necessary to control the process may be performed at the Contractor's option. h. Monitoring. The Engineer reserves the right to monitor any or all of the above testing. 401..6.4 SAMPLING. When directed by the Engineer, the Contractor shall sample and test any material that appears inconsistent with similar material being sampled, unless such material is voluntarily removed and replaced or deficiencies corrected by the Contractor. All sampling shall be in accordance with standard procedures specified. 401-6.5 CONTROL CHARTS.. The Contractor shall maintain linear control charts both for individual measurements and range (i.e., difference between highest and lowest measurements) for aggregate gradation and asphal t content. Control charts shall be posted in a location satisfactory to the Engineer and shall be kept current. As a minimum, the control charts shall identify the project number, the contract item number, the test number, each test parameter, the Action and Suspension Limits applicable to each test parameter, and the Contractort s test results. The Contractor shall use the control charts as part of a process control system for identifying potential problems and assignable causes before they occur. If the Contractorts projected data during production indicates a problem and the Contractor is not taking satisfactory corrective action, the Engineer may suspend production or acceptance of the material. a. Individual Measurements. Control charts for individual measurements shall be established to maintain process control within tolerance for aggregate gradation and asphalt content. The control charts shall use the job mix formula target values as indicators of central tendency for the fa 110 wing test parameters with associated Action and Suspension Limits: PLANT MIX BITUMINOUS PAVEMENTS P 401..17 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION CONTROL CHART LIMITS FOR INDIVIDUAL MEASUREMENTS Sieve Action Limit Suspension Limit 3/4 inch 0% 00/0 1/2 inch +/-6% +/-9% 3/8 inch +/-60/0 +/-9% No.4 +/-60/0 +/-9% No~ 16 +/-5% +/-7.5% No. 50 +/-3% +/-4.5% No. 200 +/-2% +/-3% Asphalt Content +/-0.45% +/-0.70% b. Range. Control charts for range shall be established to control process variability for the test parameters and Suspension Limits listed below~ The range shall be computed for each lot as the difference between the two test results for each control parameter. The Suspension Limits specified below are based on a sample size of n = 2. Should the Contractor elect to perform more than two tests per lot, the Suspension Limits shall be adjusted by multiplying the Suspension Limit by 1.18 for n = 3 and by 1.27 for n = 4.. Sieve Suspension Limit 1/2 inch 11 percent 3/8 inch 11 percent No~ 4 11 percent No. 16 9 percent No. 50 6 percent No. 200 3.5 percent Asphalt Content 0.8 percent CONTROL CHART LIMITS BASED ON RANGE (Based on n = 2) c. Co rrective Action. The Quality Control Pro gram shall indicate that appropriate action shall be taken when the process is believed to be out of tolerance. The Plan shall contain sets of rules to gauge when a process is out of control and detail what action will be taken to bring the process into controL As a minimum; a process shall be deemed. out of control and production stopped and corrective action taken, if: (1) One point falls outside the Suspension Limit line for individual measurements or range; or (2) Two points in a row fall outside the Action Limit line for individual measurements. The aggregate control chart parameters and Suspension and Action Limits' contained in the above paragraphs are based on % inch (19.0 mm) maximum size aggregate gradation. When I-inch (25,aO mm) or 1.. V2 inch (37.5 mm) maximum size aggregate is specified, the Individual Measurements Chart requirements should be amended as follows: Sieve Action Limit Suspension Limit 1 inch or 1.l/2 inch 0% % inch 6% 0% 11 0/0 When 1/2..inch maximum size aggregate is specified, the 3/4..inch and I-inch sieves should be deleted from the Individual Measurements Chart and the I/2-inch sieve Action and Suspension Limits should be changed to 0%. For the 1/2~inch gradation, the 1/2..inch sieve should be deleted from the Range CharL PLANT MIX BITUMINOUS PAVEMENTS P 401~18 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 401-6.6 QUALITY CONTROL REPORTS. The Contractor shall maintain records and shall submit reports of quality control activities daily, in accordance with the Contractor Quality Control Program described in General Provisions, Section 100. METHOD OF MEASUREMENT 401..7.1 MEASUREMENT. Plant mix bituminous concrete pavement shall be measured by the number of square yards (sy) of bituminous mixture in the accepted work. BASIS OF PAYMENT 401-8.1 PAYMENT. Payment for an accepted lot of bituminous concrete pavement shall be made at the contract unit price per square yard (sy) for bituminous mixture adjusted according to paragraph 401-8.1a, subject to the limitation that: The total project payment for plant mix bituminous concrete pavement shall not exceed 100 percent of the product of the contract unit price and the total number of square yards (sy) of bituminous mixture used in the accepted work (See Note 2 under Table 6)~ The price shall be compensation for furnishing all materials, for all preparation, mixing, and placing of these materials, and for alllabor~ equipment, tools; and incidentals necessary to complete the item~ a. Basis of Adjusted Payment. The pay factor for each individual lot shall be calculated in accordance with Table 6. A pay factor shall be calculated for both mat density and air voids. The lot pay factor shall be the higher of the .two values when calculations for both mat density and air voids are 100 percent or higher. The lot pay factor shall be the product of the two values when only one of the calculations for either mat density or air voids is 100 percent or higher. The lot pay factor shall be the lower of the two values when calculations for both mat density and air voids are less than 1 00 percent~ TABLE 6. PRICE ADJUSTMENT SCHEDULE 1 Percentage of Material Within Specification Lot Pay Factor Limits (PWL) (Percent of Contract Unit Price) 96 - 100 106 90 - 95 PWL + 10 75 - 89 O.5PWL + 55 55 - 74 1.4PWL - 12 Below 55 Reject~ 1 ALTHOUGH IT IS THEORETICALLY POSSIBLE TO ACIllEVE A PAY FACTOR OF 106 PERCENT FOR EACH LOT, ACTUAL PAYMENT ABOVE 100 PERCENT SHALL BE SUBJECT TO THE TOTAL PROJECT PAYMENT LIMITATION SPECIFIED IN PARAGRAPH 401-8.1~ 2 The lot shall be removed and replaced. However, the Engineer may decide to allow the rejected lot to remain. In that case, if the Engineer and Contractor agree in writing that the lot shall not be removed, it shall be paid for at 50 percent of the contract unit price and the total project payment shall be reduced by the amount withheld for the rej ected lot. For each lot accepted~ the adjusted contract unit price shall be the product of the lot pay factor for the lot and the contract unit price. Payment shall be subj ect to the total proj ect payment limitation specified in paragraph 401-8.1. Payment in excess of 100 percent for accepted lots of bituminous concrete pavement shall be used to offset payment for accepted lots of bituminous concrete pavement that achieve a lot pay factor less than 100 percent. b. Payment. PLANT MIX BITUMINOUS PAVEMENTS P 401.1_9 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ASTM C 29 ASTM C 88 ASTM C 117 ASTM C 127 ASTM C 131 ASTM C 136 ASTM C 183 ASTM C 566 ASTM D 75 ASTM D 979 ASTM D 995 ASTM D 1073 ASTM D 1074 ASTM D 1118 ASTM D 1461 ASTM D 2041 ASTM D 2172 ASTM D 2419 ASTM D 2489 ASTM D 2726 ASTM D 2950 ASTM D 3203 Payment will be made under: Item P -401-8.1 4" B iturninous Surface Course (3/4" maximum aggregate) - per sy Item P -401-8.2 1-1/2' ; Overlay B i tumnous Surface Course - per sy TESTING REQUIREMENTS Bulk Density C~Unit Weighf') and Voids in Aggregate Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate Materials Finer than 75-um (No.200) Sieve in Mineral Aggregates by Washing Specific Gravity and Absorption of Coarse Aggregate Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine Sieve Analysis of Fine and Coarse Aggregates Sampling and the Amount of Testing of Hydraulic Cement Total Evaporable Moisture Content of Aggregate by Drying Sampling Aggregates Sampling Bituminous Paving Mixtures Mixing Plants for Hot-Mixed Hot-Laid Bituminous Paving Mixtures Fine Aggregate for Bituminous Paving Mixtures Compressive Strength of Bituminous Mixtures Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Paraffin-Coated Specimens Moisture or Volatile Distillates in Bituminous Paving Mixtures Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures Quantitative Extraction of Bitumen from Bituminous Paving Mixtures Sand Equivalent Value of Soils and Fine Aggregate Estimating Degree of Particle Coating of Bituminous-Aggregate Mixtures Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures Densi ty of Bituminous Concrete in Place by Nuclear Methods Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures P 401-20 PLANT MIX BITUMINOUS PAVEMENTS NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ASTM D 3665 Random Sampling of Construction Materials ASTM D 3666 Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials ASTM D 4125 Asphalt Content of Bituminous Mixtures by the Nuclear Method ASTM D 4318 Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D 4791 Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate ASTM D 4867 Effect of Moisture on Asphalt Concrete Paving Mixtures ASTM D 5444 Mechanical Size Analysis of Extracted Aggregate ASTM D 6926 Preparation of Bituminous Specimens Using MARSHALL Apparatus ASTM D 6927 MARSHALL Stability and Flow of Bituminous Mixtures ASTM E 11 Wire-Cloth Sieves for Testing Purposes ASTME 178 Dealing With Outlying Observations ASTM E 1274 Measuring Pavement Roughness Using a Profilograph AASHTO T 30 Mechanical Analysis of Extracted Aggregate The Asphalt Institute's Manual No.2 (MS-2) Mix Design Methods for Asphalt Concrete MATERIAL REQillREMENTS ASTM D 242 Mineral Filler for Bituminous Paving Mixtures ASTM D 946 Penetration Graded Asphalt Cement for Use in Pavement Construction ASTM D 3381 Viscosity-Graded Asphalt Cement for Use in Pavement Construction ASTM D 4552 Classifying Hot-Mix Recycling Agents AASHTO M320 Performance Graded Asphalt Binder END OF ITEM P-401 PLANT MIX BITUMINOUS PAVEMENTS P 401..21 NOVEMBER 2Q08 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM P-602 BITUMINOUS PRIME COAT DESCRIPTION 602-1.1 This item shall consist of an application of bituminous material on the prepared base course in accordance with these specifications and in reasonably close conformity to the lines shown on the p laos. MA TERIALS 602..2.1 BITUMINOUS MATERIAL. The types, grades, controlling specifications, and application temperatures for the bituminous materials are given in Table I. The Engineer shall designate the specific material to be used. TABLE 1. BITUMINOUS MATERIAL Application Temperatures \1\ Type and Grade Specification Deg. F Deg. C Emulsified Asphalt SS-l, SS-lh ASTM D 977 70-160 20-70 MS-2, HFMS-l ASTM D 977 70-160 20-70 CSS-l, CSS-lh ASTM D 2397 70-160 20-70 CMS-2 ASTM D 2397 70-160 20-70 Cutback Asphalt RC-30 ASTM D 2028 80+ 30+ RC-70 ASTM D 2028 120+ 50+ RC-250 ASTM D 2028 165+ 75+ \1\ The maximum temperature for cutback asphalt shall be that at which. fogging occurs. CONSTRUCTION METHODS 602-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the existing surface is dry or contains sufficient moisture to get uniform distribution of the bituminous material, when the atmospheric temperature is above 60 F (15 C), and when the weather is not foggy or rainy~ The temperature requirements may be waived, but only when so directed by the Engineer~ 602~3.2 EQUIPMENT. The equipment used by the Contractor shall include a self-powered pressure bituminous material distributor and equipment for heating bituminous material. The distributor shall be designed, equipped, maintained, and operated so that bituminous material at even heat may be applied uniformly on variable widths of surface at the specified rate. The allowable variation BITUMINOUS PRIME COAT P-602-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION from the specified rate shall not exceed 10 percent Distributor equipment shall include a tachometer, pressure gages, volume-measuring devices or a calibrated tank, and a thermometer for measuring temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power unit for the pump and full circulation spray bars adjustable laterally and vertically. A power broom and/or blower shall be provided for any required cleaning of the surface to be treated. 602-3.3 APPLICA TION OF BITUMINOUS MATERIAL. Immediately before applying the prime coat, the full width of the surface to be primed shall be swept with a power broom to remove all loose dirt and other objectionable material. The bituminous material including solvent shall be uniformly applied with a bituminous distributor at the rate of 0.25 to 0.50 gallons per square yard (1.20 to 2640 liters per square meter) depending on the base course surface texture. The type of bituminous material and application rate shall be approved by the Engineer prior to application. Following the application, the primed surface shall be allowed to dry not less than 48 hours without being disturbed or for such additional time as may be necessary to permit the drying out of the prime until it will not be picked up by traffic or equipment. This period shall be determined by the Engineer. The surface shall then be maintained by the Contractor until the surfacing has been placed. Suitable precautions shall be taken by the Contractor to protect the primed surface against damage during this interval, including supplying and spreading any sand necessary to blot up excess bituminous materiat 602-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of the bituminous materials that the Contractor proposes to use, together with a statement as to their source and character, must be submitted and approved before use of such material begins. The Contractor shall require the manufacturer or producer of the bituminous materials to furnish material subject to this and all other pertinent requirements of the contract. Only satisfactory materials, so demonstrated by service tests~ shall be acceptable. The Contractor shall furnish vendorfs certified test reports for each carload, or equivalent, of bituminous material shipped to the project. The report shall be delivered to the Engineer before permission is granted for use of the material. The furnishing of the vendor's certified test report for the bituminous material shall not be interpreted as basis for final acceptance. All such test reports shall be subject to verification by testing samples of materials received for use on the project. 602-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed, the Contractor shall fue with the Engineer receipted bills when railroad shipments are made, and certified weigh bills when materials are received in any other manner, of the bituminous materials actually used in the construction covered by the contract. The Contractor shall not remove bituminous material from the tank car or storage tank until the initial outage and temperature measurements have been taken by the Engineer, nor shall the car or tank be released until the final outage has been taken by the Engineer. Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work. BITUMINOUS PRIME COAT P..602-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION METHOD OF MEASUREMENT 602-4.1 The bituminous material for prime coat shall be measured by the gallon. Volume shall be corrected to the volume at 60 F (15 C) in accordance with ASTM D 1250 for cutback asphalt, and Table IV -3 of The Asphalt Institute's Manual MS-6 for emulsified asphalt. BASIS OF PAYMENT 602-5.1 Payment shall be made at the contract unit price per gallon for bituminous prime coat. This price shall be full compensation for furnishing all materials and for all preparation, delivery and applying the materials, and for all labor, equipment, tools, and incidentals necessary to complete this item. Payment will be made under: Item P-602-5.1 Bituminous prime coat... ~. ~.. ~~........... ~......... ~........................ A........ per gallon MA TERIAL REQillREMENTS ASTM D 977 Emulsified Asphalt ASTM D 2028 Asphalt, Cutback (Rapid Curing Grade) ASTM D 2397 Cationic Emulsified Asphalt TESTING REQillRElVlENTS ASTM D 1250 Petroleum Measurement Tables Asphalt Institute Manual MS-6 Table IV-3 Temperature-Volume Corrections for Emulsified Asphalts END OF ITEM P-602 BITUMINOUS PRIME COAT P-602-3 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM p.. 603 BITUMINOUS TACK COAT DESCRIPTION 603..1.1 This item shall consist of preparing and treating a bituminous or concrete surlace with bituminous material in accordance with these specifications and in reasonably close conformity to the lines shown on the plans. MA TERIALS 603-2.1 BITUMINOUS MATERIALS. The bituminous material shall be either cutback asphalt, emulsified asphalt, or tar and shall conform to the requirements of Table 1. The type, grade~ controlling specification, and application temperature of bituminous material to be used shall be specified by the Engineer. TABLE 1. BITUMINOUS MATERIAL Application Temperature Type and Grade Specificati on Deg~ F Deg. C Emulsified Asphalt 55-1, SS-lh ASTMD 977 75-130 25-55 CSS-l, CSS-lh ASTM D 2397 75-130 25-55 Cutback Asphalt RC-70 ASTM D 2028 120-160 50-70 Tar RTCB 5, RTCB 6 AASHTO M 52 60-120 15-50 CONSTRUCTION METHODS 603-3.1 WEA TIlER LIMITATIONS. The tack coat shall be applied only when the existing surface is dry and the atmospheric temperature is above 60 F (15 C). The temperature requirements may be waived, but only when so directed by the Engineer~ 603-3.2 EQUIPMENT. The Contractor shall provide equipment for heating and applying the bituminous material. The distributor shall be designed, equipped, maintained, and operated so that bituminous material at even heat may be applied unifonnly on variable widths of surface at the specified rate. The allowable variation from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer, pressure gages~ volume-measuring devices or a calibrated tank, and a thermometer for measuring temperatures of tank contents~ The distributor shall be self-powered and shall be equipped with a power unit for the pump and full BITUMINOUS TACK COAT P-603..1 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION circulation spray bars adjustable laterally and vertically. A power broom and/or blower shall be provided for any required cleaning of the sunace to be treated. 603-3.3 APPLICA TION OF BITUMINOUS MATERIAL. Immediately before applying the tack coat, the full width of surface to be treated shall be swept with a power broom and/or airblast to remove all loose dirt and other objectionable material. Emulsified asphalt shall be diluted by the addition of water when directed by the Engineer and shall be applied a sufficient time in advance of the paver to ensure that all water has evaporated before any of the overlying mixture is placed on the tacked surface. The bituminous material including vehicle or solvent shall be uniformly applied with a bituminous distributor at the rate of 0.05 to 0.15 gallons per square yard (0.24 to 0.72 liters per square meter) depending on the condition of the existing surface. The type of bituminous material and application rate shall be approved by the Engineer prior to application. Following the application) the surface shall be allowed to cure without being disturbed for such period of time as may be necessary to permit drying out and setting of the tack coat. This period shall be determined by the Engineer. The surface shall then be maintained by the Contractor until the next course has been placed. Suitable precautions shall be taken by the Contractor to protect the surlace against damage during this interval. 603-3.4 BITUMINOUS MATERIAL-CONTRACTOR'S RESPONSIBILITY. Samples of the bituminous material that the Contractor proposes to use, together with a statement as to its source and character, must be submitted and approved before use of such material begins. The Contractor shall require the manufacturer or producer of the bituminous material to furnish material subject to this and all other pertinent requirements of the contract. Only satisfactory materials so demonstrated by service tests~ shall be acceptable. The Contractor shall furnish the vendor's certified test reports for each carload, or equivalent, of bituminous material shipped to the project. The report shall be delivered to the Engineer before permission is granted for use of the material. The furnishing of the vendor's certified test report for the bituminous material shall not be interpreted as a basis for final acceptance. All such test reports shall be subject to verification by testing samples of material received for use on the project 603~3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed, the Contractor shall file with the Engineer receipted bills when railroad shipments are made, and certified weigh bills when materials are received in any other manner, of the bituminous materials actually used in the construction covered by the contract. The Contractor shall not remove bituminous material from the tank car or storage tank until the initial outage and temperature measurements have been taken by the Engineer, nor shall the car or tank be released until the fmal outage has been taken by the Engineer~ Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work. METHOD OF MEASUREMENT 603-4.1 The bituminous material for tack coat shall be measured by the gallon. Volume shall be corrected to the volume at 60 F (15 C) in accordance with ASTM D 1250 for cutback asphalt, ASTM D 633 for tar, and Table IV-3 of The Asphalt Instituters Manual MS-6 for emulsified asphalt. Water added to emulsified asphalt will not be measured for payment BASIS OF PAYMENT BITUMINOUS TACK COAT P..603..2 MARCH 2009 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 603.5..1 Payment shall be made at the contract unit price per gallon ofbiturninous material. This price shall be full compensation for furnishing all materials, for all preparation, delivery, and application of these materials~ and for all labor, equipment) tools, and incidentals necessary to complete the item. Payment will be made under: Item P-603-5~1 Bituminous Tack Coat--per gallon MATERIAL REQUIREMENTS ASTM D 633 Volume Correction Table for Road Tar ASTM D 977 Emulsified Asphalt ASTMD 1250 Petroleum Measurement Tables ASTMD 2028 Liquid Asphalt (Rapid-Curing Type) ASTMD 2397 Cationic Emulsified Asphalt AASHTO M 52 Tar for Use in Road Construction Asphalt Institute Manual MS-6 Table IV-3 Temperature- Volume Corrections for Emulsified Asphalts END OF ITEM P.603 BITUMINOUS TACK COAT P-603-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM P.610 STRUCTURAL PORTLAND CEMENT CONCRETE DESCRIPTION 610-1.1 This item shall consist of plain or reinforced structural Portland cement-concrete, prepared and constructed in accordance with these specifications, at the locations and of the form and dimensions shown on the plans. MA TERIALS 610..2.1 GENERAL. Only approved materials, conforming to the requirements of these specifications, shall be used in the work. They may be subjected to inspection and tests at any time during the progress of their preparation or use. The source of supply of each of the materials shall be approved by the Engineer before delivery or use is started. Representative preliminary samples of the materials shall be submitted by the Contractor, when required, for examination and test. Materials shall be scored and handled to insure the preservation of their quality and fitness for use and shall be located to facilitate prompt inspection. All equipment for handling and transporting materials and concrete must be clean before any material or concrete is placed therein. In no case shall the use of pit-run or naturally mixed aggregates be permitted. Naturally mixed aggregate shall be screened and washed, and all fine and coarse aggregates shall be stored separately and kept clean. The mixing of different kinds of aggregates from different sources in one storage pile or alternating batches of different aggregates will not be permitted. Aggregates shall be tested for deleterious reactivity with alkalies in the cement that may cause excessive expansion of the concrete~ Acceptance of aggregates shall be based upon satisfactory evidence furnished by the Contractor that the aggregates, combined with other mixture constituents, do not produce excessive expansion in the concrete. This evidence shall include service records of concrete of comparable properties under similar conditions or exposure and certified records of tests by a testing laboratory that meets the requirements of ASTM C 1077. Tests shall be made in accordance with ASTM C 1260. Test specimens shall be produced using all components (e.g. coarse aggregate, fine aggregate, cement and fly ash~.~) to be included in the produced concrete. If the mean expansion of the test specimens, tested in accordance with ASTM C 1260, does not exceed 0.10% but less than 0.15%, the aggregate may be accepted based upon satisfactory service records and acceptance of the aggregate by a State Highway Department specifically addressing Alkali-Silica Reactivity. If the expansion is greater than 0.15%, the aggregate shall not be accepted for use. 610-2.2 COARSE AGGREGATE. The coarse aggregate for concrete shall meet the requirements of ASTM C 33. Crushed stone aggregate shall have a durability factor, as determined by ASTM C 666; greater than or equal to 95. The Engineer may consider and reserve final approval of other State classification procedures addressing aggregate durability. Coarse aggregate shall be well graded from coarse to fine and shall meet one of the gradations shown in Table 1, using ASTM C 1366 610-2.3 FINE AGGREGA TE. The fine aggregate for concrete shall meet the requirements of ASTM C 33. The fine aggregate shall be well graded from fine to coarse and shall meet the requirements of Table 2, when tested in accordance with ASTM C 136: STRUCTURAL PORTLAND CEMENT CONCRETE P-610-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION TABLE 1. GRADATION FOR COARSE AGGREGATE Sieve Designation Percentage by Weight Passing Sieves (square openings) 2'~ 1 ~" I" %~' Yzu 3/8" No.4 No.4 to 3/4 in. (4.75-19.0 mm) 100 90-100 20- 55 0-10 No.4 to 1 in. (4.75-25.0 mm) 100 90-100 25-60 0-10 No.4 to 1-1/2 in. (4.75-38.1 mm) 100 95-100 35~70 10- 30 0-5 TABLE 2.. GRADATION FOR FINE AGGREGA TE Sieve Designation Percentage by Weight (square openings) Passing Sieves 3/8 inch (9.5 mm) 100 No.4 (4.75 mm) 95-100 No. 16 (1.18 mm) 45-80 No. 30 (0.60 nun) 25-55 No. 50 (0.30 mm) 10-30 No. 100 (0.15 mm) 2-10 Blending will be permitted, if necessary, in order to meet the gradation requirements for fine aggregate. Fine aggregate deficient in the percentage of material passing the No. 50 mesh sieve may be accepted, provided that such deficiency does not exceed 5% and is remedied by the addition of pozzolanic or cementitious materials other than portland cement, as specified in 610-2.6 on admixtures, in sufficient quantity to produce the reg uired war kabili ty as approved by the Engineer. 610-2.4 CEMENT. Cement shall conform to the requirements of ASTM C150 Type 1. The Contractor shall furnish vendorst certified test reports for each carload, or equivalent, of cement shipped to the project. The report shall be delivered to the Engineer before permission to use the cement is granted. All such test reports shall be subject to verification by testing sample materials received for use on the project. 610-2.5 WATER. The water used in concrete shall be free from sewage, oil, acid, strong alkalies, vegetable matter, and clay and loam. If the water is of questionable. quality, it shall be tested in accordance with AASHO T 26. 610-2.6 ADMIXTURES. The use of any material added to the concrete mix shall be approved by the Engineer. Before approval of any material, the Contractor shall be required to submit the results of complete physical and chemical analyses made by an acceptable testing laboratory. Subsequent tests shall be made of samples taken by the Engineer from the supply of the material being furnished or proposed for use on the work to determine whether the admixture is uniform in quality with that approved. Pozzolanic admixtures shall be fly ash or raw or calcined natural pozzolons meeting the requirements of ASTM C 618. Air-entraining admixtures shall meet the requirements of ASTM C 260. Air-entraining admixtures shall be added at the mixer in the amount necessary to produce the specified air content. Water-reducing, set-controlling admixtures shall meet the requirements of ASTM C 494, Type A, water-reducing or Type D, water-reducing and retarding~ Water-reducing admixtures shall be added at the mixer separately from air- entraining admixtures in accordance with the manufacturer's printed instructions. 610..2.7 STEEL REINFORCEMENT~ Reinforcing shall consist of Bar Mats conforming to the requirements of ASTM A 184 or A 704. 610-2.8 COVER MATERIALS FOR CURING. Curing materials shall conform to one of the following specifications: STRUCTURAL PORTLAND CEMENT CONCRETE P..S10-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Waterproof paper for curing concrete ASTM C 1 71 Polyethylene Sheeting for Curing Concrete ASTM C 171 Liquid Membrane-Forming Compounds for Curing Concrete ASTM C 309, Type 2 CONSTRUCTION METHODS 610-3.1 GENERAL. The Contractor shall furnish all labor, materials, and services necessary for~ and incidental to, the completion of all work as shown on the drawings and specified herein& All machinery and equipment owned or controlled by the Contractor, which he proposes to use on the work, shall be of sufficient size to meet the requirements of the work, and shall be such as to produce satisfactory work; all work shall be subject to the inspection and approval of the Engineer. 610-3.2 CONCRETE COMPOSITION. The concrete shall develop a compressive strength of 3,000 psi in 28 days as determined by test cylinders made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. The concrete shall contain not less than 470 pounds of cement per cubic yard (280 kg per cubic meter). The concrete shall contain 5 percent of entrained air, plus or minus 1 percent, as determined by ASTM C 231 and shall have a slump of not more than 4 inches (10 em) as determined by ASTM C 143. 610..3.3 ACCEPTANCE SAMPLING AND TESTING. Concrete for each structure will be accepted on the basis of the compressive strength specified in paragraph 3.2. The concrete shall be sampled in accordance with ASTM C 172. Compressive strength specimens shall be made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. Concrete cylindrical test specimens shall be made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. The Contractor shall cure and store the test specimens under such conditions as directed. The Engineer will make the actual tests on the specimens at no expense to the Contractor. 610..3.4 PROPORTIONING AND MEASURING DEVICES. When package cement is used, the quantity for each batch shall be equal to one or more whole sacks of cement. The aggregates shall be measured separately by weight. If aggregates are delivered to the mixer in batch trucks~ the exact amount for each mixer charge shall be contained in each batch compartment. Weighing boxes or hoppers shall be approved by the Engineer and shall provide means of regulating the flow of aggregates into the batch box so that the required and exact weight of aggregates can be readily obtained. 610-3.5 CONSISTENCY. The consistency of the concrete shall be checked by the slump test specified in ASTM C 143. 610-3.6 MIXING. Concrete may be mixed at the construction site, at a central point, or wholly or in part in truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of ASTM C 94. 610..3.7 MIXING CONDITIONS.. The concrete shall be mixed only in quantities required for immediate use. Concrete shall not be mixed while the air temperature is below 400P (40C) without permission of the Engineer. If permission is granted for mixing under such conditions, aggregates or water, or both, shall be heated and the concrete shall placed at a temperature not less than 5 QOP( 1 aOe) nor more than 1000F (38 OC). The Contractor shall be held responsible for any defective work, resulting from freezing or injury in any manner during placing and curing, and shall replace such war k at hislher expense. Retempering of concrete by adding water or any other material shall not be permitted. The delivery of concrete to the job shall be in such a manner that batches of concrete will be deposited at uninterrupted intervals. STRUCTURAL PORTLAND CEMENT CONCRETE P..61 0-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 610-3.8 FORMS. Concrete shall not be placed until all the forms and reinforcements have been inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the type, size, shape, quality~ and strength to build the structure as designed on the plans. The forms shall be true to line and grade and shall be mortar-tight and sufficiently rigid to prevent displacement and sagging between supports. The Contractor shall bear responsibility for their adequacy. The surfaces of forms shall be smooth and free from irregularities) dents, sags, and holes. The internal ties shall be arranged so that, when the forms are removed, no metal will show in the concrete surface or discolor the surface when exposed to weathering. All forms shall be wetted with water or with a non-staining mineral oil, which shall be applied shortly before the concrete is placed. Forms shall be constructed so that they can be removed without injuring the concrete or concrete surface. The forms shall not be removed before the expiration of at least 30 hours from vertical faces, walls, slender columns, and similar structures; forms supported by falsework under slabs, beams, girders, arches, and similar construction shall not be removed until tests indicate that at least 60% of the design strength of the concrete has developed. 610-3.9 PLACING REINFORCEMENT. All reinforcement shall be accurately placed, as shown on the plans, and shall be firmly held in position during concreting. Bars shall be fastened together at intersections. The reinforcement shall be supported by approved metal chairs~ Shop drawings, lists, and bending details shall be supplied by the Contractor when required. 610.3.10 EMBEDDED ITEMS. Before placing concrete, any items that are to be embedded shall be firmly and securely fastened in place as indicated~ All such items shall be clean and free from coating, rust, scale, oil, or any foreign matter. The embedding of wood shall be avoided. The concrete shall be spaded and consolidated around and against embedded items. 610-3.11 PLACING CONCRETE. All concrete shall be placed during daylight, unless otherwise approved. The concrete shall not be placed until the depth and character of foundation, the adequacy of forms and falsework, and the placing of the steel reinforcing have been approved. Concrete shall be placed as soon as practical after mixing and in no case later than 1 hour after water has been added to the mix. The method and manner of placing shall be such to avoid segregation and displacement of the reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary. Dropping the concrete a distance of more than 5 feet (1.5 m), or depositing a large quantity at one point, will not be permitted. Concrete shall be placed upon clean, damp surfaces, free from running water, or upon properly consolidated soil. The concrete shall be compacted with suitable mechanical vibrators operating within the concrete. When necessary, vibrating shall be supplemented by hand spading with suitable tools to assure proper and adequate compaction. Vibrators shall be manipulated so as to work the concrete thoroughly around the reinforcement and embedded fixtures and into corners and angles of the forms. The vibration at any joint shall be of sufficient duration to accomplish compaction but shall not be prolonged to the point where segregation occurs. Concrete deposited under water shall be carefully placed in a compact mass in its final position by means of a tremie, a closed bottom dump bucket, or other approved method and shall not be disturbed after being deposited. 610-3.12 CONSTRUCTION JOINTS. When the placing of concrete is suspended, necessary provisions shall be made for joining future work before the placed concrete takes its initial set. For the proper bonding of old and new concrete, such provisions shall be made for grooves, steps, keys, dovetails, reinforcing bars or other devices as may be prescribed. The work shall be arranged so that a section begun on any day shall be finished during daylight of the same day. Before depositing new concrete on or against concrete which has hardened, the surface of the hardened concrete shall be cleaned by a heavy steel broom, roughened slightly, wetted, and covered with a neat coating of cement paste or grout. 610-3.13 EXPANSION JOINTS. Expansion joints shall be constructed at such points and of such dimensions as may be indicated on the drawings. The premolded filler shall be cut to the same shape as that of the surfaces being joined~ The filler shall be fixed frrmly against the surface of the concrete already in place in such manner that it will not be displaced when concrete is deposited against it. 610-3.14 DEFECTIVE WORK. Any defective work disclosed after the forms have been removed shall be immediately removed and replaced. If "any dimensions are deficient, or if the surface of the concrete is bulged, STRUCTURAL PORTLAND CEMENT CONCRETE P...61 0.4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION uneven, or shows honeycomb, which in the opinion of the Engineer cannot be repaired satisfactorily, the entire section shall be removed and replaced at the expense of the Contractor. 610-3.15 SURFACE FINISH. All exposed concrete surfaces shall be true, smooth, free from open or rough spaces~ depressions~ or projections. The concrete in horizontal plane surfaces shall be brought flush with the finished top surface at the proper elevation and shall be struck-off with a straightedge and floated. Mortar finishing shall not be permitted, nor shall dry cement or sand -cement mortar be spread over the concrete during the finishing of horizontal plane surfaces ~ When directed, the surface finish of exposed concrete shall be a rubbed finish. If forms can be removed while the concrete is still green, the surface shall be pointed and wetted and then rub bed with a wooden float until all irregularities are removed. If the concrete has hardened before being rubbed, a carborundum stone shall be used to finish the surface. When approved, the finishing can be done with a rubbing machine. 610-3.16 CURING AND PROTECTION. All concrete shall be properly cured and protected by the Contractor. The work shall be protected from the elements, flowing water, and from defacement of any nature during the building operations. The concrete shall be cured as soon as it has sufficiently hardened by covering with an approved material. Water-absorptive coverings shall be thoroughly saturated when placed and kept saturated for a period of at least 3 days. All curing mats or blankets shall be sufficiently weighted or tied down to keep the concrete surface covered and to prevent the surface from being exposed to currents of air. Where wooden forms are used) they shall be kept wet at all times until removed to prevent the opening of joints and drying out of the concrete. Traffic shall not be allowed on concrete surfaces for 7 days after the concrete has been placed. 610-3.17 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in concrete shall be installed by the Contractor before the concrete is placed. The pipe shall be held rigidly so that it will not be displaced or moved during the placing of the concrete. 610-3.18 COLD WEATHER PROTECTION. When concrete is placed at temperatures below 400P (40C), the Contractor shall provide satisfactory methods and means to protect the mix from injury by freezing. The aggregates, or water~ or both, shall be heated in order to place the concrete at temperatures between Soop and IOOoP (lOOC and 38 OC) ~ Calcium chloride may be incorporated in the mixing water when directed by the Engineer. Not more than 2 pounds (908 grams) of Type 1 nor more than 1.6 pounds (726 grams) of Type 2 shall be added per bag of cement. After ~e concrete has been placed, the Contractor shall provide sufficient protection such as cover, canvas, framework, heating apparatus, etc., to enclose and protect the structure and maintain the temperature of the mix at not less than 500F (1 OOC) until at least 60% of the designed strength has been attained. 610..3.19 FILLING JOINTS. All joints which require filling shall be thoroughly cleaned, and any excess mortar or concrete shall be cut out with proper tools. Joint ftIling shall not be started until after final curing and shall be done only when the concrete is completely dry~ The cleaning and filling shall be carefully done with proper equipment and in a manner to obtain a neat looking joint free from excess filler. METHODOFMEASURE~NT No direct measurement will be made for ItemP-610~ BASIS OF PAYMENT No direct payment will be made for Item P-610, cost included in other items. TESTING REQUIRE~NTS ASTM C 31 Making and Curing Test Specimens in the Field STRUCTURAL PORTLAND CEMENT CONCRETE P-61 0-5 MARCO ISLAND EXECUTIVE AIRPORT NOVEMBER 2008 PARALLEL TAXIWAY AND APRON EXPANSION ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates ASTM C 138 Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete ASTM C 143 Slump of Hydraulic Cement Concrete ASTM C 231 Air Content of Freshly Mixed Concrete by the Pressure Method" ASTM C 666 Resistance of Concrete to Rapid Freezing and Thawing ASTM C 1077 Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation ASMT C 1260 Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) ASTM A 184 ASTM A 185 ASTM A 497 ASTM A 615 ASTM A 704 ASTM C 33 ASTM C 94 ASTM C 150 ASTM C 171 ASTM C 172 ASTM C 260 ASTM C 309 ASTM C 595 ASTM C 618 ASTM D 1751 ASTM D 1752 AASHTO T 26 MA TERIAL REQillRElVIENTS Specification for Fabricated Deformed Steel Bar or Rod Mats for Concrete Reinforcement Welded Steel Wire Fabric, Plain, for Concrete Reinforcement Steel Welded Wire Fabric, Deformed, for Concrete Pavement Deformed and Plain Billet-Steel Bars for Concrete Reinforcement Welded Steel Plain Bars or Rod Mats for Concrete Reinforcement Concrete Aggregates Ready-Mixed Concrete Portland Cement Sheet Materials for Curing Concrete Sampling Freshly Mixed Concrete Air-Entraining Admixtures for Concrete Liquid Membrane-Forming Compounds for Curing Concrete Blended Hydraulic Cements Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structrual Construction (Non-extruding and Resilient Bituminous Types) Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction Quality of Water to be Used in Concrete END OF ITEM P~610 P-61 0-6 STRUCTURAL PORTLAND CEMENT CONCRETE NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM P..620 RUNWAY AND TAXIWAY PAINTING DESCRIPTION 620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surlace of runways and taxiways applied in accordance with these specifications and at the locations shown on the plans, or as directed by the Engineer. MA TERIALS 620...2.1 MATERIALS ACCEPTANCE~ The Contractor shall furnish manufacturerls certified test reports for materials shipped to the project. The certified test reports shall include a statement that the materials meet the specification requirements. The reports can be used for material acceptance or the Engineer may perform verification testing. The reports shall not be interpreted as a basis for payment The Contractor shall notify the Engineer upon an-ivai of a shipment of materials to the site. 620..2.2 PAINT~ Paint shall be waterborne in accordance with the requirements of paragraph 620- 2.2a. Paint shall be furnished in White-37925, Yellow-33538 or 33655 and Pink (1 pmt Red-31136 to 2 parts White-37925) in accordance with Federal Standard No. 595~ Paint shall be furnished in Type II - Fast drying time for no-pick-up when tested in accordance with ASTM D 711. a. WATERBORNE~ Paint shall meet the requirements of Federal Specification TT-P- 1952D, Type I or Type IL b. EPOXY. Paint shall be a two component, minimum 99 percent solids type system conforming to the following: (1) Pigments. Component A~ Percent by weight. (a) White: Titanium Dioxide, ASTM D 476, type II shall be 18 percent minimum (16~5 percent minimum at 100 percent purity). (b) Yellow and Colors: Titanium Dioxide, ASTM D 476, type II shall be 14 to 17 percent. Organic yellow, other colors, and tinting as required to meet color standard. Epoxy resin shall be 75 to 79 percent (2) Epoxy Content. Component A. The weight per epoxy equivalent, when tested in accordance with ASTM D 1652 shall be the manufacturer's target plus or minus 50. (3) Amine Number. Component B. When tested in accordance with ASTM D 2074 shall be the manufacturer's target plus or minus 50. (4) Prohibited Materials. The manufacturer shall certify that the product does not contain mercury, lead, hexavalent chromium, halogenated solvents, nor any carcinogen, as defined in 29 CPR 1910.1200. RUNWAY AND TAXIWAY PAINTING P-620-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION (5) Daylight Directional Reflectance: (a) White: The daylight directional reflectance of the white paint shall not be less than 75 percent (relative to magnesium oxide), when tested in accordance with Federal Test Method Standard No. 141, Method 6121. (b ) Yellow: The daylight directional reflectance of the yellow paint shall not be less than 38 percent (relative to magnesium oxide), when tested in accordance with Federal Test Method Standard No~ 141. The x and y values shall be consistent with the Federal Hegman yellow color standard chart for traffic yellow standard 33538, or shall be consistent with the tolerance listed below: x .462 x .470 x .479 x .501 y .438 Y ~455 y .428 y .452 (6) Accelerated weathering. (a) Sample preparation. Apply the paint at a wet film thickness of 0.013 inch (O~33 nun) to four 3 by 6 inch (8 by 15 em) aluminum panels prepared as described in Federal Test Method Standard No. 141, Method 2013~ Air-dry the sample 48 hours under standard conditions~ (b) Testing conditions. Test in accordance with ASTM G 53 using both Ultra Violet (UV -B) Light and condensate exposure, 72 hours total, alternating 4 hour UV exposure at 60 degree C, and 4 hours condensate exposure at 40 degrees C. (c) Evaluation. Remove the samples and condition for 24 hours under standard conditions. Determine the directional reflectance and color match using the procedures in paragraph 620-2~2b(5) above. Evaluate for conformance with the color requirements. (7) V olatile Organic Content. Detennine the volatile organic content in accordance with 40 CFR Part 60 Appendix A, Method 24. (8) Dry opacity. Use Procedure B~ Method B of Method 4121 of Federal Test Method Standard No~ 141~ The wet film thickness shall be 0.015 inch (0.12 mm). The minimum opacity for white and colors shall be 0.92. (9) Abrasion resistance. Subject the panels prepared in paragraph 620-2.2b(6) to the abrasion test in accordance with ASTM D 968, Method A, except that the inside diameter of the metal guide tube shall be from 0.747 to 0.750 inch (18.97 to 19.05 mm). Five liters of unused sand shall be used for each test panel. The test shall be run on two test panels~ [Note: five liters of sand weighs 17.5 lb. (7~94 kg).] Both baked and weathered paint films shall require not less than 150 liters of sand for the removal of the paint fIlms. (10) Hardness, Shore. Hardness shall be at least 80 when tested in accordance with ASTM D 2240. c. METHACRYLATE. Paint shall be a two component, minimum 99 percent solids type system conforming to the following: (1) Pigments~ Component A. Percent by weight RUNWAY AND TAXIWAY PAINTING P-620-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION (a) White: Titanium Dioxide, ASTM D 476, type II shall be 6 percent rmnIIDUID. Methacrylate resin shall be 18 percent minimum~ (b) Yellow and Colors; Titanium Dioxide, ASTM D 476, type II shall be 6 percent IDlTIIIDUffi. Organic yellow, other colors, and tinting as required to meet color standard~ Methacrylate resin shall be 18 percent minimum. (2) Prohibited Materials. The manufacturer shall certify that the product does not contain mercury, lead, hexavalent chromium, halogenated solvents, nor any carcinogen, as defined in 29 CPR 1910.1200. (3) Daylight Directional Reflectance: (a) White: The daylight directional reflectance of the white paint shall not be less than 80 percent (relative to magnesium oxide), when tested in accordance with Federal Test Method Standard No. 141, Method 6121. (b ) Yellow: The daylight directional reflectance of the yellow paint shall not be less than 55 percent (relative to magnesium oxide), when tested in accordance with Federal Test Method Standard No~ 141. The x and y values shall be consistent with the Federal Hegman yellow color standard chart for traffic yellow standard 33538, or shall be consistent with the tolerance listed below: x ~462 x .470 x ~479 x .501 y .438 Y .455 Y .428 Y ~452 ( 4) Accelerated weathering. (a) Sample preparation. Apply the paint at a wet film thickness of 0.013 inch (0.33 mm) to four 3 by 6 inch (8 by 15 cm) aluminum panels prepared as described in Method 2013 of Federal Test Method Standard No. 141. Air dry the sample 48 hours under standard conditions~ (b) Testing conditions~ Test in accordance with ASTM G 53 using both lTItra Violet (UV -B) Light and condensate exposure, 72 hours total, alternating 4 hour UV exposure at 60 degree C, and 4 hours condensate exposure at 40 degrees C. (c) Evaluation. Remove the samples and condition for 24 hours under standard conditions. Determine the directional reflectance and color match using the procedures in paragraph 620-2~2c(3) above. Evaluate for conformance with the color requirements. (5) Volatile Organic Content Determine the volatile organic content in accordance with 40 CFR Part 60 Appendix A, Method 24~ (6) Dry opacity. Use Procedure B, Method B of Method 4121 of Federal Test Method Standard No. 141. The wet film thickness shall be 0.015 inch (0.12 mm). The minimum opacity for white and colors shall be O.92~ "RUNWAY AND TAXIWAY PAINTING P-620-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION (7) Abrasion resistance. Subject the panels prepared in paragraph 620-2.2c(4) to the abrasion test in accordance with ASTM D 968, Method A, except that the inside diameter of the metal guide tube shall be from 0.747 to 0.750 inch (18.97 to 19.05 rom). Five liters of unused sand shall be used for each test panel. The test shall be run on two test panels. [Note: five liters of sand weighs 17.5 lb. (7.94 kg).] Both baked and weathered paint films shall require not less than 150 liters of sand for the removal of the paint films. (8) ASTM D 2240~ Hardness, Shore. Hardness shall be at least 80 when tested in accordance with d. SOLVENT BASE. Paint shall meet the requirements of Federal Specification .A-A- 2886A Type I or Type II. 620...2.3 REFLECTIVE MEDIA~ Glass beads shall meet the requirements ofFed~ Spec. TT-B-1325, Type 1, Gradation A, or Type III.. Glass beads shall be treated with adhesion promoting and/or flotation coatings as specified by the manufacturer of the paint. CONSTRUCTION METHODS 620..3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and when the surface temperature is at least 45 F (7 degrees C) and rising and the pavement surface temperature is at least 5 degrees F (2.7 degrees C) above the dew point 620..3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, a bead and/or silica sand dispensing machine, and such auxiliary hand-painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an atomizing spray-type marking machine suitable for application of traffic paint It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross sections and clear-cut edges without running or spattering and without over spray. 620-3.3 PREPARATION OF SURFACE. hnmediately before application of the paint, the swface shall be dry and free from dirt, grease, oil, laitance, or other foreign material which would reduce the bond between the paint and the pavement The area to be painted shall be cleaned by sweeping and blowing or by other methods as required to remove all dirt, laitance, and loose materials. Paint shall not be applied to Portland cement concrete pavement until the areas to be painted are clean of curing material. Sandblasting or high-pressure water shall be used to remove curing materials from concrete smfaces. 620-3.4 LA YOUT OF MARKINGS~ The proposed markings shall be laid out in advance of the paint application. The location of markings to receive glass beads shall be shown on the plans. 620-3.5 APPLICATION. Markings shall be applied at the locations and to the dimensions and spacing shown on the plans. Paint shall not be applied until the layout and condition of the surface have been approved by the Engineer. The edges of the markings shall not vary from a straight line more than Yz inch (12 nun) in 50 feet (15 m) and marking dimensions and spacings shall be within the following tolerances: RUNWAY AND TAXIWAY PAINTING P..620..4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION Dimension and Spacing Tolerance 36 inches (910 rnm) or less +/- 1/2 inch (12 rom) Greater than 36 inches to 6 feet (910 mm to 1.85 m) +/- 1 inch (25 nun) Greater than 6 feet to 60 feet (1.85 m to 18.3 m) +/- 2 inches (51mm) Greater 60 feet (IS.3m) +/- 3 inches (76 mm) The paint shall be mixed in accordance with the manufacturer1s instructions and applied to the pavement with a marking machine at the rate(s) shown in Table 1. The addition of thinner will not be permitted. A period of not less than 24 hours shall elapse between placement of a bituminous surface course or seal coat and application of the paint TABLE 1~ APPLICATION RATES FOR PAlNT~ GLASS BEADS~ AND SILICA SAND Pain t Glass Beads~ Type I, Glass Beads, Silica Sand Square feet per Gradation A Type III Pounds per Pounds per gallon 2 Pounds per gallon of gallon of paint - of paint - lb./ gal. Paint Type gallon, ft Igal paint - lb./ gal. lbjgal. (Square meters (Kilograms per liter (Kilograms per liter (Kilograms per per liter, m2/l) of paint - kgll) of paint - kg/l liter of paint - kg/I 115 ft2/ga1. 7 lb./ gal. 12 IbJgal. 41bJgal. Waterborne maximum minimum minimum minimum (2.8 m2/1) (0.85 kg/l) (1.45 kgll) (0.5 kg/l) 115 ft2/gal. 7 IbJgaL 12 lb.l gal. 4 IbJgal. Solvent Base nnTIlffiUm maximum minimum minimum (O~5 kg/I) (2.8 m2/1) (0.85 kg/I) (1.45 kg/I) 90 ft2/gal. 15lb./gaL 24 lb./ gal. 8 Ib.lgal Epoxy maximum minimum minimum mmrmum (2.2 m2/1) (1.8 kg/I) (2.9 kg/I) (1.0 kg/I) 45 ft2/gal. 15lb.lgal 241b.lgal 8 IbJ gal. minimum Methacrylate maxImum minimum minimum (1.0 kgll) (1.1 m2/l) (1~8 kg/l) (2.9 kg/I) Glass beads shall be distributed upon the marked areas at the locations shown on the plans to receive glass beads immediately after application of the paint. A dispenser shall be furnished which is properly designed for attachment to the marking machine and suitable for dispensing glass beads~ Glass beads shall be applied at the rate(s) shown in Table 1. Glass beads shall not be applied to black paint. Glass beads shall adhere to the cured paint or all marking operations shall cease until corrections are made. All emptied containers shall be returned to the paint storage area for checking by the Engineer. The containers shall not be removed from the airport or destroyed until authorized by the Engineer. RUNWAY AND TAXIWAY PAINTING P-S20-S 620-3.6 PROTECTION. After application of the paint, all markings shall be protected from damage until the paint is dry. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, or drippings of paint. METHOD OF MEASUREMENT 620-4.1 The quantity of runway and taxiway markings to be paid for shall be the number of square feet of painting performed in accordance with the specifications and accepted by the Engineer. BASIS OF PAYMENT 620-5.1 Payment shall be made at the contract unit price per square foot for runway and taxiway painting, reflective media and removal of existing markings. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item P-620-5Al Pinal Marking (yellow or white with Reflecti ve Beads at 100% application rate) ... &.. A" ~. per square foot TESTING REQUIREMENTS ASTM C-146 Chemical Analysis of Glass Sand ASTM C 371 Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup ASTM D 711 No-Pick-Up Time of Traffic Paint ASTM D 968 Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive ASTM D 1652 Test Method for Epoxy Content of Epoxy Resins ASTM D 2074 Test Method for Total Primary, Secondary, and Tertiary Amine Values of Fatty Amines by Alternative Indicator Method ASTM D 2240 Test Method for Rubber Products-Durometer Hardness ASTM G 53 Operating Light and Water-Exposure Apparatus (Florescent UV-Condensation Type) for Exposure of Nonmetallic Materials. RUNWAY AND TAXIWAY PAINTING P-620-6 Federal Test Method ASTMD 476 Code of Federal Regulations Fed. Spec. TT-B-1325 Fed. Spec. TT-P-85 Fed. Spec. TT-P-I10 Fed. Spec. 11r-P-1952 Federal Standard 595 Paint, Vamish, Lacquer and Related Materials; Methods of Inspection, Standard No. 141 Sampling and Testing MATERIAL REQillREMENTS Specifications for Titanium Dioxide Pigments 40 CFR Part 60, Appendix A 29 CFR Part 1910.1200 Beads (Glass Spheres) Retroreflective Paint, traffic and Airfield Marking, Solvent Base Paint, Traffic Black (Non-reflectorized) Paint, traffic and Airfield Marking, Waterborne Colors used in Government Procurement END OF ITEM P-620 RUNWAY AND TAXIWAY PAINTING P-620-7 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM T -901 SEEDING DESCRIPTION 901..1.1 This item shall consist of soil preparation, seeding and related operations, including, fertilizing and watering to the areas shown on the plans or as directed by the Engineer in accordance with these specificati OilS. MA TERIALS 901-2.1 SEED The species and application rates of grass, legume, and cover-crop seed furnished shall be those stipulated herein~ Seed shall conform to the requirements of Fed. Spec. JJJ-S-181~ Seed shall be furnished separately or in mixtures in standard containers with the seed name, lot number, net weight, percentages of purity and of germination and hard seed, and percentage of maximum weed seed content clearly marked for each kind of seed. The Contractor shall furnish the Engineer duplicate signed copies of a statement by the vendor certifying that each lot of seed has been tested by a recognized laboratory for seed testing within 6 months of date of delivery. This statement shall include: name and address of laboratory, date of test, lot number for each kind of seed~ and the results of tests as to name, percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, and, in case of a mixture, the proportions of each kind of seed. Seeds shall be applied as follows: Seed Minimum Seed Purity (Percent) Minimum Germination (Percent) Rate of Application Ib./acre Pensacola Bahia Bermuda (hulled) Bermuda (unhulled) Annual Rye* 95% 95% 95% 95% 80% 85% 85% 90% 60 30 30 40 Total Application Rate (lbs/acres) * Winter application (Nov. - March) 160 Seed of a quick growing species of grass shall be applied at the rate of 30 pounds per acre in conjunction with the permanent type seed mixture. The proposed type of quick-growing grass will be submitted to the Engineer for approval. Millet is not an approved quick growing grass and shall not be used on this project. Seeding shall be perlormed during the project period, unless otherwise approved by the Engineer~ 901-2.2 LIME. Lime shall be ground limestone containing not less than 85% of total carbonates, and shall be ground to such fmeness that 90% will pass through a No. 20 mesh sieve and 50% will pass through a No. 100 mesh sieve~ Coarser material will be acceptable, providing the rates of application are increased to provide not less than the minimum quantities and depth specified in the special provisions on the basis of the two sieve requirements above. Dolomitic lime or a high magnesium lime shall contain at least 10% of magnesium oxide. Lime shall be applied at the rate required to establish a soil ph of 5.5 to 6 or at a rate of 800 to 1,000 lbs per acres. All liming materials shall conform to the requirements of ASTM C 602. SEEDING T-901-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION 901..2..3 FERTILIZER. Fertilizer shall be standard commercial fertilizers supplied separately or in mixtures containing the percentages of total nitrogen, available phosphoric acid, and water-soluble potash. They shall be applied at the rate and to the depth specified herein, and shall lneet the requirements of Fed. Spec. O-F-241 and applicable state laws. They shall be furnished in standard containers with name, weight, and guaranteed analysis of contents clearly marked thereon. No cyanamide compounds or hydrated lime shall be permitted in mixed fertilizers. The fertilizers may be supplied in one of the following forms: a.. A dry, free-flowing fertilizer suitable for application by a common fertilizer spreader; b. A finely-ground fertilizer soluble in water, suitable for application by power sprayers; or c. A granular or pellet form suitable for application by blower equipment. Fertilizers shall be 12-12-12 connnercial fertilizer and shall be spread at the rate of 500 lbs. per acre. 901-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired shall be at least of equal quality to that which exists in areas adjacent to the area to be repaired. The soil shall be relatively free from large stones, roots, stumps, or other materials that will interlere with subsequent sowing of seed, compacting, and establishing turf, and shall be approved by the Engineer before being placed. CONSTRUCTION METHODS 901-3.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has been completed and before applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise cleared of stones larger than 2 inches in any diameter, sticks, stumps, and other debris which might interfere with sowing of seed, growth of grasses, or subsequent maintenance of grass-covered areas. If any damage by erosion or other causes has occurred after the completion of grading and before beginning the application of fertilizer and ground limestone, the Contractor shall repair such damage. This may include filling gullies, smoothing irregularities, and repairing other incidental damage~ An area to be seeded shall be considered a satisfactory seedbed without additional treatment if it has recently been thoroughly loosened and worked to a depth of not less than 5 inches as a result of grading operations and, if immediately prior to seeding, the top 3 inches of soil is loose, friable, reasonably free from large clods, rocks, large roots, or other undesirable matter, and if shaped to the required grade. However, when the area to be seeded is sparsely sodded, weedy, barren and unworked, or packed and hard, any grass and weeds shall fIrst be cut or otherwise satisfactorily disposed of~ and the soil then scarified or otherwise loosened to a depth not less than 5 inches~ Clods shall be broken and the top 3 inches of soil shall be worked into a satisfactory seedbed by discing, or by use of cultipackers, rollers, drags, harrows, or other appropriate means~ 901-3.2 WET APPLICATION METHOD. a. General. The Contractor may elect to apply seed and fertilizer (and lime~ if required) by spraying them on the previously prepared seedbed in the form of an aqueous mixture and by using the methods and equipment described herein. The rates of application shall be 1700 Ib/acre~ b. Spraying Equipment. The spraying equipment shall have a container or water tank equipped with a liquid level gauge calibrated to read in increments not larger than 50 gallons over the entire range SEEDING T ..901.2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION of the tank capacity, mounted so as to be visible to the nozzle operatorA The container or tank shall also be equipped with a mechanical power-driven agitator capable of keeping all the solids in the mixture in complete suspension at all times until used. The unit shall also be equipped with a pressure pump capable of delivering 100 gallons per minute at a pressure of 100 pounds per square inch. The pump shall be mounted in a line which will recirculate the mixture tlrrough the tank whenever it is not being sprayed from the nozzle. All pump passages and pipe lines shall be capable of providing clearance for 5/8 inch solids. The power unit for the pump and agitator shall have controls mounted so as to be accessible to the nozzle operator~ There shall be an indicating pressure gauge connected and mounted immediately at the back of the nozzle. The nozzle pipe shall be mounted on an elevated supporting stand in such a manner that it can be rotated through 60 degrees horizontally and inclined vertically from at least 20 degrees below to at least 60 degrees above the horizontaL There shall be a quick-acting, three-way control valve connecting the recirculating line to the nozzle pipe and mounted so that the nozzle operator can control and regulate the amount of flow of mixture delivered to the nozzle. At least tlu~ee different types of nozzles shall be supplied so that mixtures may be properly.sprayed over distance varying from 20 to 100 feet. One shall be a close-range ribbon nozzle, one a medium-range ribbon nozzle, and one a long-range jet nozzle~ For case of removal and cleaning, all nozzles shall be connected to the nozzle pipe by means of quick-release couplings. In order to reach areas inaccessible to the regular equipment, an extension hose at least 50 feet in length shall be provided to which the nozzles may be connected~ c. Mixtures. Lime, if required, shall be applied separately, in the quantity specified, prior to the fertilizing and seeding operations. Not more than 220 pounds of lime shall be added to and mixed with each 100 gallons of water~ Seed and fertilizer shall be mixed together in the relative proportions specified, but not more than a total of 220 pounds of these combined solids shall be added to and mixed with each 100 gallons of water~ All water used shall be obtained from fresh water sources and shall be free from injurious chemicals and other toxic substances harmful to plant life. Brackish water shall not be used at any time~ The Contractor shall identify to the Engineer all sources of water at least 2 weeks prior to use. The Engineer may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. All mixtures shall be constantly agitated from the time they are mixed until they are finally applied to the seedb~d. All such mixtures shall be used within 2 hours from the time they were mixed or they shall be wasted and disposed of at locations acceptable to the Engineer. d. Spraying. Lime~ if required, shall be sprayed only upon previously prepared seedbeds. After the applied lime mixture has dried, the lime shall be worked into the top 3 inches, after which the seedbed shall again be properly graded and dressed to a smooth finish. Mixtures of seed and fertilizer shall only be sprayed upon previously prepared seedbeds on which the lime, if required, shall already have been worked in. The mixtures shall be applied by means of a high- pressure spray which shall always be directed upward into the air so that the mixtures will fall to the ground like rain in a uniform spray. nozzles or sprays shall never be directed toward the ground in such a manner as might produce erosion or runof[ SEEDING T ..901-3 NOVEMBER 2008 MARCO ISLAND EXECUTIVE A]RPORT PARALLEL TAXIWAY AND APRON EXPANSION Particular care shall be exercised to insure that the application is made uniformly and at the prescribed rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in accordance with specifications shall be used to cover specified sections of known area~ Checks on the rate and uniformity of application may be made by observing the degree of wetting of the ground or by distributing test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. On surfaces which are to be mulched as indicated by the plans or designated by the Engineer, seed and feltilizer applied by the spray method need not be raked into the soil or rolled. However, on sUlfaces on which mulch is not to be used, the raking and rolling operations will be required after the soil has dried. 901-3.3 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect seeded areas against traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or otherwise damaged. following seeding shall be repaired by regrading and reseeding as directed. The Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. When either the dry or wet application method outlined above is used for work done out of season, it will be required that the Contractor establish a good stand of grass of uniform color and density to the satisfaction of the Engineer. If at the time when the contract has been otherwise completed it is not possible to make an adequate determination of the color, density, and uniformity of such stand of grass, payment for the unaccepted portions of the areas seeded out of season will be withheld until such time as these requirements have been met. METHOD OF MEASUREMENT 901-4.1 The quantity of seeding to be paid for shall be the number of units of acres measured on the ground surface, completed and accepted unless otherwise noted. BASIS OF PAYMENT 901-5.1 Payment shall be made at the contract unit price per acre or fraction thereof, unless otherwise noted, which price and payment shall be full compensation for furnishing and placing all material and for all labor, equipment, tools, and incidentals necessary to complete the work prescribed in this item. Payment will be made under: Item T-901-5.1 Seeding -per acre MATERIAL REQUIREMENTS ASTM D 977 Emulsified Asphalt Fed~ Spec~ JJJ-S-181B Agricultural Seeds Fed~ Spec. O-F-241D Commercial Mixed Fertilizer END OF ITEM T ..901 SEEDING T -901-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION ITEM T -904 SODDING DESCRIPTION 904...1.1 The work specified in this Section consists of establishing a stand of grass, within the disturbed areas of the project, by the furnishing and placing of grass sod, fertilizer, watering, and maintaining the sodded areas such as to assure a healthy stand of grass. QUALITY ASSURANCE 904.. 2.1 Requirements of Regulatory Agencies: Work performed under this Section shall be strictly governed by local and state authorities of this area. WARRANTY 904..3.1 All sod shall be warranted for one (1) year after Final Acceptance by the Engineer. During the warranty period, the Contractor shall replace, at his expense, all sod under the Contract that dies or is not established during this time if the causes for such defects are a result of negligence or poor workmanship by the Contractor. All sod missing or defective due to the Contractor's negligence shall be replaced in a manner acceptable to the Engineer. MA TERIALS 904..4.1 SOD. Grass sod shall be Bermuda grass~ The Engineer may, at his discretion, direct the Contractor to match existing grass species. Sod shall be well matted with grass roots. The sod shall be taken up in rectangles, preferably 12-inchx 24-inch, shall be a minimum of two (2) inches in thickness, and shall be live, fresh, and uninjured at the time of planting. It shall have a soil mat of sufficient thickness adhering to the roots to withstand all necessary handling~ The sod shall be planted as soon as possible after being dug, and kept moist and shaded until it is planted. Dumping from vehicles will not be permitted. Damaged sod will be rejected. Replanting shall be performed within 24 hour after time of harvesting or sod shall be stacked in an approved manner and properly moistened until planted~ Sod which has been cut for more than 72 hours shall not be used . unless specifically authorized by the Engineer after his inspection thereof. Soft spots and inequalities in grade shall be corrected before starting sod work. Planting shall not begjn until the Engineer has approved the condition of the soil. Soil shall be watered before the sod is planted. Sod shall be installed without voids. Tamp or roll all newly installed sod. Sod shall be thoroughly watered. The surface shall be within 1/10 of one (1) foot of specified finished grades and shall be even SODDING T-904-1 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION and fIrm at all points. Hand raking shall be required to ensure such conditions. Where sodding is used in drainage ditches (along the line of water flow in swales), the setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas, the offsets of individual strips shall not exceed six (6) inches~ In order to prevent erosion cause by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a feather-edge effect. On steep slopes, the Contractor shall, if so directed by the Engineer, prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at suitable intervals. Sod shall be placed in rows at right angles to slope. 904-4.2 FERTILIZER. Fertilizer shall be surrace applied to newly installed sod with a mechanical spreading device capable of unifonnly distributing the fertilizer at the above-specified rates. Fertilizer for sodded areas~ a commercial granular fertilizer containing 16 percent nitrogen, 4 percent phosphorous and 8 percent potassium. Fertilizers shall be applied at the following rate: · Eighteen (18) pounds per 1,000 square feet of sod Fertilizer shall be applied as a top dressing only and shall not be mixed in with the backfill material at time of installation. The Contractor shall apply fertilizers at time of installation and 90 days after installation at the rates stated above. 904-4.3 WATER. Water for sod establishment may be obtained from any approved municipal water system. In the event that an approved municipal water system is not available, water for establishment of all sod material shall be supplied by the Contractor. The water shall be free of excess and harmful chemicals, acids, alkalis, or any substance that might be harmful to plant growth or obnoxious to traffic~ Salt water shall not be used. Apply water per the following recommended schedule and application rates: 1. Suggested Watering Schedule: a. First three (3) weeks b. Second five (5) weeks c. Third five (5) weeks Five (5) times per week (daily except for weekends). Two (2) times per week. One (1) time per week. 2~ Suggested Application Rate: Sod - Six (6) gallons per square yard per application~ 3. Suggested watering requirements during the remainder of the establishment period shall be as necessary to ensure the health and vigor of the sod material for the duration of the establishment period. 4. In the event that City and/or County emergency water restrictions are in effect for the duration of the project, then the use of reclaimed water will be permitted at the same schedule. If sufficient quantity of reclaimed (non-potable) water is unavailable, then the Contractor shall water to the maximum allowed by the water restrictions. Sod installation shall be scheduled on days allowed for irrigation with potable sources of water. The Contractor is to obtain all necessary permits required for the use of reclaimed water on the project. Application rates for reclaimed water shall be the same as potable water application rates. SODDING T-904-2 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION CONSTRUCTION METHODS 904-5.1 GENERAL. Areas to be solid, strip, or spot sodded shall be shown on the plans. Areas requiring special ground surface preparation such as tilling and those areas in a satisfactory condition which are to remain undisturbed shall also be shown on the plans. Suitable equipment necessary for proper preparation of the ground surface and for the handling and placing of all required materials shall be on hand, in good condition, and shall be approved by the Engineer before the various operations are started. The Contractor shall demonstrate to the Engineer before starting the various operations that the application of required materials will be made at the specified rates ~ 904-5.2 PREPARING THE GROUND SURFACE. After grading of areas has been completed and before applying fertilizer and limestone, areas to be sodded shall be raked or otherwise cleared of stones larger than 2 inches (50 mm) in any diameter, sticks, stumps, and other debris which might interfere with sodding, growth of grasses, or subsequent maintenance of grass-covered areas. If any damage by erosion or other causes occurs after grading of areas and before beginning the application of fertilizer and ground limestone, the Contractor shall repair such damage. This may include filling gullies, smoothing irregularities, and repairing other incidental damage. 904-5.3 APPLYING FERTILIZER AND GROUND LIMESTONE. Following ground surface preparation, fertilizer shall be uniformly spread. These materials shall be incorporated into the soil to a depth of not less than 2 inches (50 nun) by discing, raking, or other methods acceptable to the Engineer. Any stones larger than 2 inches (50 nun) in any diameter, large clods, roots, and other litter brought to the surface by this operation shall be removed~ 904-5.4 OBTAINING AND DELIVERING SOD. After inspection and approval of the source of sod by the Engineer, the sod shall be cut with approved sod cutters to such a thickness that after it has been transported and placed on the prepared bed, but before it has been compacted, it shall have a uniform thickness of not less than 2 inches (50 mm)~ Sod sections or strips shall be cut in uniform widths, not less than 10 inches (250 mm), and in lengths of not less than 18 inches (45 em), but of such length as may be readily lifted without breaking~ tearing~ or loss of soil. Where strips are required, the sod must be rolled without damage with the grass folded inside~ The Contractor may be required to mow high grass before cutting sod. The sod shall be transplanted within 24 hours from the time it is stripped~ unless circumstances beyond the Contractor's control make storing necessary. ill such cases, sod shall be stacked, kept moist, and protected from exposure to the air and sun and shall be kept from freezing. Sod shall be cut and moved only when the soil moisture conditions are such that favorable results can be expected. Where the soil is too dry, permission to cut sod may be granted only after it has been watered sufficiently to moisten the soil to the depth the sod is to be cut. 904-5.5 LAYING SOD. Sodding shall be performed only during the seasons when satisfactory results can be expected~ Frozen sod shall not be used and sod shall not be placed upon frozen soil. Sod may be transplanted during periods of drought with the approval of the Engineer, provided the sod bed is watered to moisten the soil to a depth of at least 4 inches (100 mm) immediately prior to laying the sod. The sod shall be moist and shall be placed on a moist earth bed. pitch forks shall not be used to handle sod, and dumping from vehicles shall not be permitted. The sod shall be carefully placed by hand, edge to edge and with staggered joints, in rows at right angles to the slopes, connnencing at the base of the area to be sodded and working upward. The sod shall immediately be pressed firmly into contact with the sod SODDING T..904003 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION bed by tamping or rolling with approved equipment to provide a true and even surface, and insure knitting without displacement of the sod or deformation of the surfaces of sodded areas. Where the sod may be displaced during sodding operations, the workmen when replacing it shall work from ladders or treaded planks to prevent further displacement. Screened soil of good quality shall be used to fill all cracks between sods. The quantity of the fill soil shall not cause smothering of the grass. Where the grades are such that the flow of water will be from paved surfaces across sodded areas~ the surface of the soil in the sod after compaction shall be set approximately 1 inch (25 rnm) below the pavement edge. Where the flow will be over the sodded areas and onto the paved surfaces around manholes and inlets, the surface of the soil in the sod after compaction shall be placed flush with pavement edges~ On slopes steeper than 1 vertical to 2-1/2 horizontal and in v-shaped or flat-bottom ditches or gutters, the sod shall be pegged with wooden pegs not less than 12 inches (300 rnm) in length and have a cross- sectional area of not less than 3/4 square inch (18 square millimeter)~ The pegs shall be driven flush with the surface of the sod. 904-6.1 EST ABLISlllNG TURF a. General. The Contractor shall provide general care for the sodded areas as soon as the sod has been laid and shall continue until final inspection and acceptance of the work. b. Protection. All sodded areas shall be protected against traffic or other use by warning signs or barricades approved by the Engineer. c. Mowing. The Contractor shall mow the sodded areas with approved mowing equipment) depending upon climatic and growth conditions and the needs for mowing specific areas. ill the event that weeds or other undesirable vegetation are permitted to grow to such an extent that, either cut or uncut, they threaten to smother the sodded species, they shall be mowed and the clippings raked and removed from the area. 904~7.1 REPAIRING. When the surface has become bullied or otherwise damaged during the period covered by this contract, the affected areas shall be repaired to re-establish the grade and the condition of the soil, as directed by the Engineer, and shall then be sodded as specified in 904.5~5. 904~8.1 MAINTENANCE. Until Final Acceptance of the work and throughout the one (1) year warranty period, the Contractor shall, at his expense, maintain the sodded areas in a satisfactory condition. This maintenance shall include watering, edging, and the repairing of all damaged areas and replacing areas in which the establishment of the grass does not appear to be developing satisfactorily. Mowing shall occur at the frequency required to maintain sod height of two (2) inches for Bermuda sod~ Maximum allowable height of sod between mowing shall be four (4) inches for Bermuda. 904-9.1 FINAL INSPECTION. At the end of the warranty period final inspection of sod will be made by the Engineer upon written request from the Contractor~ Such a request shall be submitted to the Project Manager at least three (3) days before the inspection is to take place. All defects discovered shall be replaced or repaired by the Contractor prior to Final Inspection. METHOD OF MEASUREMENT 904-10.1 This item shall be measured on the basis of the area in square yard of the surface covered with sod and accepted. SODDING T ..904-4 NOVEMBER 2008 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION BASIS OF PAYMENT 904-11.1 This item will be paid for on the basis of the contract unit price per square yard for sodding, which price shall be full compensation for all labor, equipment, material, staking, and incidentals necessary to satisfactorily complete the items as specified. Payment will be made under: Item T-904-11.1 Sodding.. ~~ ~... ~...................... ~... ~... ~. ~. ~. ~ ~..... ~.. ~.......... ~ ~. ~ ~. Per square yard END OF ITEM T -904 SODDING T -904-5 SPECIAL CONSTRUCTION PROVISIONS FOR DRY SOIL MIXING IN PEAT Marco Island Executive Airport Taxiway and Apron Expansion Prepared By: GradyMinor Q. Grady Minor & Associates, P.A. 3800 Via Del Rey Bonita Springs, FL 34134 Phone: (239) 947-1144 Fax: (239) 947-0375 Prepared for: Ms. Debra Brueggeman, Interim Executive Director Collier County Airport Authority August, 2009 (Revised January, 2010) G:\PROJ - ENG\aCCAAMTL (Marco Airport)\CCAAMTLS S\Special Canst Provisions.doc lof6 1.0 Description These Special Construction Provisions are companion to the "Technical Specifications for Soil Mixing (Dry Method)" and apply to the Marco Island Executive Airport Taxiway and Apron Expansion project The Airport is located at the easterly terminus of Main Sail Drive in Sections 26 & 35, Township 51 S, Range 26 E, Collier County, Florida~ The airport is operated by the Collier County Airport Authority. (CCAA) - - The CCAA plans to construct a taxiway parallel to the existing runway along with expansion of aprons. as shown on the plans entitled "Parallel Taxiway and Apron Expansion "prepared by URS Corporation dated March 2009. Subsurface soil exploration has detected an underlying layer of peat. The peat must be treated, removed or stabilized such that the post construction subsurface soils can withstand loads from the new pavement, base and embankment without settlement detrimental to the operation and life of the new facilities~ The work consists of furnishing all the labor, equipment, and materials required to mechanically blend the in situ surficial soils, (Peat) overlying sand with a reagent binder to increase the soil shear strength, reduce the settlement characteristics, and provide a stable soil surface on which the taxiway and apron expansion can be constructed. The entire mass of unsuitable soil encountered in the designated areas is to be stabilized~ Columns or lines of stabilized soil will not be acceptable~ 2.0 Contractor All dry soil mixing shall be performed by a specialty contractor experienced in this type of work under soil conditions similar to those described by the borings in the Geotechnical report. The superintendent or foreman in charge of mixing operations shall have acceptable and verifiable experience on a minimum of three projects similar in size and type to the work required. At the preconstruction conference or no later than 30 days prior to the start of mixing operations, the contractor shall provide a detailed soil mixing plan to the Engineer for approval.. Included in the plan shall be: · The name and experience records of the superintendent or foreman in charge; · The proposed equipment types, names and sizes; · Equipment calibrations or calibration procedures to be followed during the project; · Proposed binder-soil mix design with proportions and results of preliminary testing of this binder-soil mix using soils obtained from the project site; · Details of the planned mixing procedures and proposed section layout and sequence; G:\PROJ-ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Special Canst Provisions.doc 20f6 · Details of the proposed testing procedures and acceptance criteria; . Details of a ground movement monitoring plan~ 3.0 Materials and Equipment 3.1 Reagent Binder The reagent binder is the material which is mixed with in situ soil to provide increased strength and stiffuess. It typically consists of one or more materials, including cement, fly ash, slag, lime, and/or other additives. Materials which may result in environmental damage from leachates or other means will not be permitted. The specialty contractor will develop a mix design based on laboratory testing of soils sampled from the project site mixed with reagent binder. The proposed mix design and associated testing results will be submitted to the Engineer for approvaL All binder material mixed with in situ soils at the project site will conform to the approved mix design. The Engineer shall be notified prior to making any changes to the mix design which may be necessary based on results of the test section or because of varying site conditions. Binder material shall be delivered to the project in a dry powder form and stored in a manner which will protect it from moisture contamination. The materials used shall conform to the requirements of FDOT Standard Specifications for Road and Bridge Construction and appropriate ACT or ASTM standards. 3.2 Equipment Contractor shall provide all equipment needed to: . Store and protect binder materials at project site; · Deliver reagent binder to mixing equipment in a continuous, even flow to facilitate injection into the soils; · Inject reagent binder into the soils and thoroughly mix the binder with in situ soils; . Test treated areas to ensure the acceptance criteria are met. The mixing equipment shall be capable of uniformly mixing the binder and soil for the full depth and breadth of the area being treated~ Mixing tools shall be able to rotate sufficiently fast and at an orientation to thoroughly break up the in situ soils, disperse the binder evenly, and blend the materials to form a homogeneous mixture. Continuous flight augers will not be allowed~ All equipment shall have computerized controls to permit accurate and continuous monitoring, recording, and control of mixing and testing operations~ All controls and measuring instruments shall be calibrated per the equipment manufacturer's G:\PROJ - ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Special Canst Provisions.doc 30f6 recommendations~ Proof of calibration testing and results shall be provided to the Engineer.. 4.0 Test Section Prior to production mixing, a test section shall be completed and tested using the procedures and equipment proposed. The test section shall be of a size similar to the sections. to be used during production mixing, but no smaller than 1 0 ft~ x 10ft. The purpose of the test section is to ensure the equipment is working properly, the mix design . is adequate, the procedure followed fully treat~ the section, and the acqeptance criteria can be met~ If changes to the mix design, equipment, or procedures are deemed necessary, additional test sections may be required.. Production mixing shall not begin until the test section has been tested and shown to have the required shear strength.. 5.0 Layout and Sequencing of Mixing The areas to be treated are shown in the plans. However, with the approval of the . Engineer, the extent of the treated areas may b.e modified based on actual field conditions encountered.. Once the test section has proved successful, the area shown in the plans to be treated shall be divided into sections of a size appropriate for the mixing equipment and similar in size to the test section~ Depth probes of each section shall be made to assist in determining the amount of binder to be used in each section. All binder designated for a section shall be injected and thoroughly mixed in the section before begimring mixing in a subsequent section. 6.0 Mixing Procedures The mixing tool shall be rotated into the ground as the binder is injected into the soiL The tool is rotated at high speed while it is moved back and forth through a known volume of soil until the designed weight of binder has been added~ Mixing speed; binder injection rate; and injection pressure shall be monitored at all times and shall be adjusted as necessary to obtain a homogeneous mix~ Once all binder designated for a section has been injected, mixing will continue as needed to evenly distribute the binder~ If obstructions are encount~red that refuse or reduce penetration of the .mixing tool, mixing shall be stopped and alternate means of penetrating or removing the obstruction shall be used as needed. Once the obstruction is removed, mixing may continue.. If the obstruction cannot be reduced or removed in a satisfactory manner, the Engineer shall be notified and remedial measures may be proposed.. A soil cover, two feet thick and consisting of material meeting contract specifications for taxiway embankment, shall be placed over treated sections within 24-hours after G: \PROJ ~ ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Special Canst Provisions.doc 4of6 ~ ~ completion of the mixing operation for those sections~ This placement of embankment material has been found to facilitate the strengthening process by providing an initial consolidating load~ A geosynthetic shall be placed between the mixed soil mass and the cover material to prevent migration of the cover material into the mixed soil mass. The geosynthetic shall be of sufficient strength to withstand construction operations and maintain its separation capabilities. After the mixed soil mass has attained the required strength and been accepted, the cover material shall be compacted to specified soil densities using standard equipment and procedures specified in the FDOT Standard Specifications and shall serve as the lower lifts of the approach embankment. All embankment placed above and in the vicinity of the mixe.d soil shall be compacted using static compaction, unless the Contractor can satisfactorily demonstrate through additional acceptance testing that vibratory compaction will not cause a reduction in the strength of the mixed soil mass. If, at any time during the mixing or filling operations, ground movements are detected which threaten the existing runway, work will immediately stop and the Engineer will be informed~ Work may not restart until remedial actions to protect the existing runway have been implemented or the Engineer deems that the work may continue.. 7.0 Acceptance Criteria The soil mixing program shall provide minimum shear strength of 15 psi within the mixed soiL The shear strength of a mixed section shall be demonstrated by testing with a cone penetrometer, vane shear device, or other testing equipment that can be shown to achieve results which can be compared to the laboratory tests used to design the mix.. Tests shall be performed at a minimum of one test hole per 2500 sq. ft. of treated area, and at least every foot of depth within that hole from the top of he mixed soil to the top of lower soil.. Acceptance testing of a section shall be repeated at appropriate intervals until the section has cured sufficiently to provide the required strength. No fill placement will be permitted above the initial fill until testing shows the required shear strength has been achieved and the section has been accepted. The Engineer has the right to independently perform verification testing of any section.. The Contractor shall accommodate and assist the Engineer as necessary to accomplish this testing. In case of disagreement of test results, the Engineer's results will be used for determination of ~cceptance" 8.0 Remedial Measures If the testing described in Section 7.0 above shows that an area has not achieved the required strength, the Contractor may propose for the Engineer's approval a plan for alternate testing and/or remedial action which will provide the required strength. All alternate testing and remedial actions shall be performed at no additional compensation. G:\PROJ- ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Special Const Provisions.doc 5of6 9.0 Records and Certification The Contractor shall provide the Engineer records of the mixing operations on a daily basis. For each area treated, these records will include the location of the area mixed, the binder details, the depth of mixing, the start time, finish time, binder injection rate, amount of binder injected, speed of the mixing tool during injection, and descriptions of any obstructions, interruptions, or remedial measures. The owner will also contract with a qualified engineer to provide QA/QC, testing, testing observation and general observation~ The contractor is to coordinate testing and provide information directly to the engineer as directed by the owner~ Results of strength testing shall be provided to the Engineer for approval before fill placement continues above the initial two feet. The Contractor shall provide material certifications from the suppliers of binder materials .and geosynthetic materials~ 10.0 Method of Measurement The quantity to be paid for will be the volume of soil treated and accepted, as logged in the records of the mixing operation and verified by the Engineer~ The cost of the geosynthetic reinforcement (geogrid) shall be paid as a separate line item per square yard installed. The two feet of fill placed subsequent to the mixing will be paid for as embankment after the fill has been compacted and accepted~ 11.0 Basis of Payment Price and payment shall be full compensation for all labor, materials (in-place and accepted), testing, and incidentals necessary to complete the mixing program~ 12.0 Airport Security and Safety The proposed work is to be performed inside the secure portion of the airport and in close proximity to an active runway. All of the contractor's employees ente~ng airport property must submit personal documentation and agree to a background and criminal history check. CCAA reserves the right to prohibit access to the airport property any person deemed to be a possible threat to the security of the airport. Personnel cleared to enter the airport property must attend a mandatory safety meeting and follow directions from airport personnel at all times~ Specific safety instructions shall be given at the safety meeting. G:\PROJ- ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Special Const Provisions.doc 60f6 MARCO ISLAND EXECUTIVE AIRPORT PARALLEL TAXIWAY AND APRON EXPANSION TECHNICAL SPECIFICATIONS FOR SOIL MIXING (DRY METHOD) Mass Mixing PART 1 GENERAL 1.01 INTRODUCTION A. Dry Soil Mixing is a mechanical method of blending soil in situ with a reagent binder using a mixing tooL The binder is injected in a dry "powder fonn. Soft and loose soils can be mixed to achieve a design compressive strength, bulk modulus and/or shear strength~ Large blocks are created by operating the mixing tools at predesigned locations. A range of unconfined compressive strengths between 5 and 500 psi are possible depending on the in situ soils ~ B. Applications: Mixed masses afford many geometries that can be applied for: foundation support, tunneling support, liquefaction mitigation, port development, slope stabilization. 1..02 INTENT" A. The intent of the Soil Mixing program specified herein is to provide soil improvement within the limits indicated on the project drawings to achieve the required degree of improvement detailed in these specifications. 1.03 STANDARDS AND REFERENCES A. The most recent version of the following testing methods may be employed: 1. ASTM C989 Standard Specification for Ground Granulated Blast Furnace Slag for Use in Concrete and Mortars 2. ASTM C150 3. ASTM D344 4. ASTM C39 Specification for Portland Cement Static Cone Penetration Testing (CPT) Unconfmed Compressive Strength Testing 5. Column Penetration Test (KPS) or Reverse Column Penetration Test (FOPS) As described in: a. Field Methods for Quality Control of the Dry Jet Mixing Method, by M. Axelsson and S.E. Rehnman. b~ Column Penetration Tests and Extraction of Lime/Cement Columns, By G. Holm, M~ Ruin, and S~ Hakansson. Both published in Dry Mix Methods for Deep Soil Stabilization, Bredenberg, Holm, and Broms (eds), 1999, Balkema, ISBN 90-5809 108 2~ 6~ ASTM D 1196 Standard Test Method for Non-repetitive Static Plate Load Tests of Soils and Flexible Pavement Components~ B. Reference documents as provided to the Soil Mixing Contractor shall include: 1. This specification~ 2. Project drawings: a. Construction plans for Parallel Taxiway and Apron Expansion prepared by URS Corporation dated March 2009. G:\PROI-ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Generalized Dry-8M Guide Specs-I. doc: b. Subsurface Soils Stabilization plan prepared by GradyMinor dated August, 2009~ 3. Report of Geotechnical Exploration prepared by GF A International dated February 16,2009. 4. Contract documents and specifications. 5. Special Construction Provisions~ 1.04 DEFINITIONS A. Dry Soil Mixing.. The mechanical homogenization of soil with a dry cementitious binder to produce "soil crete" B. Field Quality Control Representative (FQCR): The individual given specific inspection tasks identified in this specification. c~ Mix Tool: The mechanical stirring and shearing tool used to blend the soil and binder. D. Reagent Binder: One or more materials including cement, fly ash, slag, lime and an assortment of additives with the soil to increase its strength and stiffness. E~ Binder Delivery System: The equipment involved with storing and pneumatically pumping the binder to the mixing tool. 1.05 SCOPE OF WORK A. The work shall consist of Dry Soil Mixing for soil improvement, within the limits indicated on the proj ect drawings to meet the acceptance criteria presented in these specifications~ B. In connection with the Soil Mixing program, as shown on the drawings, the Soil Mixing Contractor shall provide all labor , materials, and equipment to accomplish the work c. It shall be the Soil Mixing Contractor's responsibility to determine and implement the systems and criteria to ensure that the specified perfonnance is achieved. 1.06 . SUBMITTALS A. The following shall be submitted to the Owner's representative by the Soil Mixing Contractor prior to the start of the work.~ 1~ Resumes of the management, supervisory, and key personnel, for approval by the Owner's representative. 2. A soil-mix design for the project indicating sources and type of binder material, with vo lumetri c proporti ons~ If the soil mixing contractor intends to deviate from this submittal, it shall submit evidence of satisfactory use of the proposed material from past projects with similar soil conditions or complete laboratory testing specific to these site conditions~ a. Cementitious Binder mix designs including: binder types) and ratio and correlation to lab testing data developed by the Contracting Officer that demonstrate that the soil-binder mix prepared using the on-site soils will obtain a minimum 28-day compressive strength of 30 psi. Also submit details of anticipated binder mixture) mixing rates, flow rates, air injection pressure and volume flow rates, auger/mixing tools rotational speed, auger down pressure, and auger penetration and withdrawal rates.. 3. A general Work Procedures Plan outlining means and methods to achieve the specified criteria detailed in this specification. 4~ A field QC plan, as detailed in section 3.05 of these specifications. 5. A shop drawing for review, indicating the location and anticipated depth of the Soil Mixing to achieve the criteria outlined in this specification. a. Sequence and time schedule of all soil stabilization operations. 2 G:\PROJ-ENG\C\CCAAMTL {M"arco Airport)\CCAAMTLSS\Generalized DJy-SM Guide Specs-l.doc b. Plan locations of all proposed limits of mass mix zones, to show the details of the layout required to satisfy the required geometries. c. The center of each proposed mass mix cell location numbered and shown on the plan and dimens i oned to the Soil Mixing Contractor's established site-specific coord inate system and other survey baselines, which the Soil Mixing Contractor intends to use for layout and location. 6. Suppliers ~ certifications of binder quality~ 7. A description of the Quality Assurance-Quality Control (QA/QC) Program Plan including: a. A detailed outline of the QAlQC Program to be undertaken each day during production to confmn the soil mix achieves specified performance requirements. b. Details of procedures for a test section. c. Measures to be implemented each day during Soil Mixing to monitor, modify, record, and control binder ratios, and injection pressures and quantities, mixing energy, mixing tool penetration and withdrawal rates, and other related aspects of the Soil Mixing process. d. Example formats of Daily Production Reports meeting the requirements stated herein~ B. The following shall be submitted to the Owner's representative by the Soil Mixing Contractor during the work: 1. Accurate daily records of the work, including: a. Area mixed (by station, offset,...) as shown on construction layout drawing(s) for each container of binder b. Working grade c~ Mixing depth d. Start time e. Finish time f. Binder mix details (% by weight) g. Binder injection rate h~ Total binder weight injected 1. Tool rpm during binder injection j. Description of obstructions or other interruptions of binder injections k. Type of mixing tool The owner will also contract with a qualified engineer to provide QAJQC, observe testing, observe the mixing operation, maintain logs, etc~ The specialty contractor shall coordinate testing and provide same information to engineer. 2. Any change in the predetermined Soil Mixing program necessitated by a change in the subsurface conditions. c. The following shall be submitted to the Owner's representative by the Soil Mixing Contractor after the work: 1. A report documenting the observations and results of the tests. This report will certify that the specified improvement has been achieved~ 2. Production test results~ 1.07 QUALIFIED CONTRACTORS A. The Soil Mixing Contractor shall be pre-qualified before bidding on this work. 3 G:\PROJ-ENG\C\CCAAMTL (Marco Airport)\CCAAMfLSS\Generalized Dry-SM Guide Specs-1.doc 1.08 PERFORMANCE CRITERIA A. The Soil Mixing pro gram shall achieve the fo Hawing criteria: 1. The specialty contractor shall design the soil mix program to achieve a minimum shear strength of 1 5 psi. 1.09 QUALITY ASSURANCE A. The Soil Mixing program shall be performed by a specialist Soil Mixing Contractor with at least five continuous years of documented experience in Soil Mixing. B. The Soil Mixing Contractor shall provide experienced management, supervisory and key personneI as required to implement the Soil Mixing program, as follows: 1. The Project Manager shall have at least tvvo years of continuous experience in Soil Mixing, with at least the last one year in the full-time employment of the Soil Mixing Contractor. 2. The superintendent shall have at least one year of experience in Soil Mixing. 3~ The Soil Mixing Contractor shall provide detailed information on the experience of any operators for approval by the owner's representative. 46 As detailed in Section 1606 of these specifications, the Soil Mixing Contractor shall provide: a. Evidence of previous Soil Mixing proj ect experience. b. Evidence of management, supervisory and key personnel experience. C. The Owner's representative will ensure that procedures and documentation conform to these specifications~ PART 2 EQUIPMENT AND MATERIALS 2..01 EQUIPMENT AA Soil Mixing Rig 1. Soil Mixing shall be performed using computerized self-contained Soil Mixing rigs~ The equipment at a minimum shall be comprised of: a. One or more pressure tanks rated to safely contain an air pressure 8 bar~ b. Available torque and rotational speed suitable for thorough mixing~ c~ Air Compressor (8 bar). d~ Base machine with crawler tracks to provide low ground pressure6 e. Specially designed mixing tools with the capacity to construct the required geometries of the following minimum dimensions and depth: f. Computer system for monitoring and recording installation data. 2~ Soil mixing equipment shall be designed to allow the use of compressed air both during insertion and withdrawal. Mixing tools shall uniformly inject binder through the tool at locations which allow distribution of the binder across the full tool diameter, and the full mixing assembly shall pass through the soil after the binder is introduced. Continuous auger flights are not allowed. Mixing tools shall be rotated sufficiently fast and be oriented to thoroughly break up the in situ soils and disperse and blend with injected binder to form a homogenous mixture. Mixture rotation speed at any time during the mixing shall be chosen by the Soil Mixing Contractor in the range of 50 to 150 rpm~ B. Storage Tanks for Binder Materials 4 G:\PROJ-ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Generalized Dry-5M Guide Specs- J .doc 1. Binder Materials shall be stored and delivered to the mixing points in closed pressure tanks suitable to be used as pressure vessels, for all pressures required including those to be used to load and unload the materials. Storage tanks shall be tanks or silos with adequate storage space for continuous production, and shall be equipped with air filters~ c. Computerized Controls 1 ~ All equipment shall have computerized controls to permit accurate and continuous monitoring, recording and control of: mixing tool depth, binder volume flow rates and factors, binder inj ection pressures and quantities, tool rotational speeds, tool down pressure, tool advancement and withdrawal rates and other operations required to install soilcrete colunms I panels. Soil stabilization equipment shall be of sufficient size, capacity, and torque to perform the required soil stabilization operations to the desired depths. The equipment shall utilize sufficient mixing and injecting equipment to adequately blend binder with the in situ soils to produce a distribution of binder throughout the mixed in situ soils, sufficient to achieve the project requirements. 2.02 MATERIALS The Soil Mixing Contractor shall provide all materials required to accomplish the soil mixing program and meet project 0 b j ectives. A. Reagent Binder 1. Binder material shall meet appropriate ACI or ASTM requirements as may be reflected from binders tested in the laboratory for this project. The Soil Mixing Contractor shall produce evidence that the material to be used meets or exceeds the design requirements. The binder is delivered in a powder form. B. Additives 1. Cement admixtures may be allowed, with prior approval of the owner's representative. c. Cement 1. Cement shall be consistent with that tested in the laboratory for this project. The cement shall be adequately protected from moisture contamination while in transit to and in storage at the job site. Reclaimed cement for cement containing lumps or deleterious matter shall not be used~ D. Ground Granulated Blast Furnace Slag 1. S lag shall be consistent with that tested in the laboratory for this project. The slag shall be adequately protected from moisture contamination while in transit to and in storage at the job site. PART 3 EXECUTION 3.01 SITE EXAMINATION A~ Prior to submitting a bid price for the Soil Mixing, the Soil Mixing Contractor shall visit the site. The site visit will be scheduled thru the engineer and CCAA due to the nature of the site. An existing hanger is within 0 ft of the Soil Mixing work area, a relevant building condition survey shall be performed prior to initiating work~ The building must also be monitored during any work within 25 ft of the structure. The work shall be stopped and the engineer notified if any building settlement is observed. 3..02 TEST SECTION A. Prior to production work laboratory testing shall be performed to verify that the required results can be achieved with a factor of safety and quality of2.0. The method of testing shall comply with this specification and shall be performed using similar mixing energy and binder as that to be used for the production work. 5 G:\PROJ-ENG\C\CCAAMTL (Marco Airpon)\CCAAMTLSS\Genera!ized Dry-SM Guide Specs-I.doc B. Test section locations within the treatment area will be agreed upon by the FQCR and Soil Mixing Contractor. c. The test section shall consist of mixing a 10' by 10' area from the ground surface to the bottom of the peat layers. D. If the pre-production test section indicates that the required improvement has not been achieved, the Soil Mixing Contractor shall revise the work procedure plan and perform an additional test program. E. Soil mixing shall be perfonned in accordance with the approved Soil Mixing scheme to achieve the following acceptance criteria: 1. At least 80% of the tests shall meet or exceed the design strength value. 3..03 INSTALLATION A. The Soil Mixing tool shall be rotated into the ground as the binder is injected into the soil from a nozzle located on the mixing tool. The tool is rotated at high speed during its penetration and withdrawal to blend the dry mix materials with the in situ soil, leaving behind stabilized Soil Mix. 1. Mixing Rotational Speed: The mixing rotational speed (RPMs) shall be adjusted to accommodate a constant rate of mixing penetration based on the degree of penetration difficulty. Mixing rotational speed can be adjusted according to difficulty, and to aid mixing of the so it when needed. Mixing rotational speed may also be adjusted to assist penetration in hard soil strata. A second mixing rig or earthwork machine may be employed to precondition the soil to ease the advancement of the soil mixing tool. 2. Binder Take: The binder take (or injection rate) will be adjusted to the requirements of the design mix. Positive displacement pumps will be used to transfer the binder from the binder storage vessel to the Soil Mixing rig~ A flow monitoring device will be installed in the binder delivery line. The positi ve displacement binder pumps will be calibrated according to real site conditions to produce a time VS~ flow correlation~ The rate of application may be controlled and monitored by adjusting the pump output to the penetration rate a preset binder take can be achieved. Typically, the application rate can be successfully controlled by experienced operators once the pattern of operation is established. Inevitably some variations of the binder take will occasionally oc~ur due to field conditions. However, the overall application rate. can be monitored, calculated and controlled. Additional mixing will be used when necessary to evenly distribute the binder through the entire mass. The injection of binder will be monitored, checked by calculation and recorded~ 3. Trea tm en t Depth : Unless otherwise directed, the Soil Mixing shall be extended to the bottom of the peat layer. The fmal depth and penetration of the soil mix tool shall be reassured from shaft penetration and checked by the Soil Mixing Contractor and approved by the Engineer~ 4. ObstructionslMixing Tool Refusal: If obstructions are encountered that refuse or considerably reduce the rate of penetration, remedial measures will be taken~ Interruption of the installation process because of obstructions or a dense layer above the planned treatment elevation shall be immediately brought to the attention of the owner's representative~ The mixing tool shall be removed from the treatment area. Obstructions shall be penetrated with drilling equipment or other approved methods to remove the obstruction(s) or to loosen the obstructions, including any dense layers, sufficiently to allow the installation of the Soil Mix column / panel unless otherwise indicated by the owner's representative. Where the obstruction cannot be penetrated, the Soil Mix colwnn I panel shall be completed to the maximum depth penetrated. The need for an alternate design or remedial construction will then be determined by the individual responsible for the design~ 5. Monitoring: The preset data in the on-board computer shall be verified as correct for each column / panel and, ifnecessary, adjusted (e.g., installation depth, binder amount ratio, mixing 6 G:\PROJ-ENG\C\CCAMITL (Marco Airpon)\CCAAMTLSS\Generatized Dry-SM Guide Specs-I.doc tool rotation). The operator shall monitor and adjust as necessary during soil mixing the feeding of material, the injection air pressure, .and the rates of rotation. All metering equipment shall be calibrated at the beginning of the project and as frequently as recommended by the metering equipment manufacturerA The Soil Mixing Contractor shall submit the calibration results to the owner's representative. The injection of binder shall be within 10 percent of the target unit weight per volume. 6. Injection: The binder shall be injected by air pressure applied as the .mixing tool advanced through the soil. The Soil Mixing Contractor shall assess the number of passes necessary for either mixing or reagent injection, and shall propose such to the owner's representative for review and acceptance prior to adopting such procedures. 3.04 FIELD QUALITY CONTROL A. All Soil Mixing operations shall be performed under the inspection of the FQCR~ B~ Monitoring and logging of Soil Mixing operations for both test areas and production work shall be done by the FQCR. c~ Layout of the Soil Mix elements shall be by the Soil Mixing Contractor and checked by the FQCR~ D. As detailed above, daily records shall be maintained by the Soil Mixing Contractor and submitted to the Owner) s representative. The above shall also be checked/observed and/or performed by the owner's engineer.. 3..05 TESTING AND INSPECTION A. The effectiveness of the Soil Mixing will be verified as follows: 1. All testing to determine specification compliance will be provided by the construction team's geotechnical engineer. 2. Pre- producti on laboratory testing shall be conducted to verify the performance of the treatment under the mix methodology, energy and binder system proposed by the Soil Mixing Contractor. 3~ Layout and soil mix limits shall be checked as deemed necessary by the FQCR. The above shall also be checked/observed and/or performed by the owner's engineer. B~ Monitoring and logging of Soil Mixing operations in the test areas and for production work shall be done by the Soil Mixing ContractofA c. If surcharge requirements are called for in the design, the General Contractor shall furnish all materials and support to place the surcharge with in 2 hours of mixing. D. Control Testing 1. Penetration Testing (KPS): During the course of the work, one location per 2500 square feet of treated area will be subj ected to a Penetration Test (KPS) to obtain a measure of strength~ Probe testing shall be done on these selected locations to provide a record offorce with depth. a~ Verification of Procedures: KPS shall be conducted to verify that the installation procedures are achieving the design strength. 3..06 REMEDIAL WORK If, after repeated testing, a certain area does not attain the specified strength, one of the following will occur: A~ The Geotechnical Engineer may perform additional evaluations or testing to determine if the mixed soil will result in an acceptable performance as specified in the provided performance requirements. G:\PROJ-ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Generalized Dry-$M Guide Specs-l.doc 7 B. The area may be excavated and replaced with an acceptable backfilL The backfill below the water table is likely to be pea gravel, 57 rock) or similar. c. The area may be reinforced with high strength columns. Depending on the mix strength achieved and colurrm diameter} the spacing of the columns will be developed by the individual responsible for the design. 3,,07 RESTRICTIONS A. Soil Mixing is typically performed under the site permit. The Owner or General Contractor shall be responsible for obtaining any state and local permits (ifrequired) and conforming to all state and local regulations.. B. The Owner will be responsible for the precise delineation of all above and below ground utilities and obstructions. c. The General Contractor shall provide all necessary containment to restrict the materials to the work area. D6 The following shall also be listed within this section when applicable: 1. Environmental restrictions. 26 Work boundaries A 3. Hours for construction~ 8 G:\PROJ-ENG\C\CCAAMTL (Marco Airport)\CCAAMTLSS\Generafized DJY-SM Guide Specs- Ldoc - COLLIER COUNTY - AIRPORT AUTHORITY PARALL.EL TAXIWAY AND APRON EXTENSION AT MARCO ISLAND EXECUTIVE AIRPORT STORMWATER MANAGEMENT REPORT PREPARED BY URS CORPORATION 7650 CORPORATE CENTER DRIVE SUITE 400 MIAMI, FLORIDA 33126 (305)262-7466 C.A. NO. EB00000002 July 2009 7)?4. JUAN C. GARCIA .PE #46597 TABLE OF CONTENTS Page 1 . In troducti on ~ ~ ~ . ~ . ~ ~ ~ ~ ~ . ~ ~ ~ ~ . ~ . ~ . . . . . A . . . . . . . . . . . . . . . A . . . . . . . . . . . . . . A . . . . . . . . . . . . . . . 1 2. Design Criteria and Parameters. ................................ ...... ...... .... 2 2. 1 G en er al ~ . . . . ~ . . . . . . . . . . ~ . . . . . ~ . ~ . . . . . ~ . ~ . ~ . . . . ~ . ~ . . . . . . . ~ . . . ~ . ~ ~ ~ . . . ~ ~ . . ~ . ~ 2 2~2 Stormwater Quality Criteria. . A . . . . .. .. H .. .. .. . .. . . . . .. . .. . . . .. . . .. .... 2 2.3 Stormwater Quantity Criteria. . . .. . . . ~ H .. . .. .. ~ ~ ~ ~ ~ ~ .. ~ .. ~ . ~ .. .. .. .. . ~ . 2 2~3 ~ 1 South Florida Water Management District... ~...'.... ..... . . ... 2 2.3 A 2 Co IIi er County. .. .. . . .. .. . . . . .. H . . H ~ .. . . . . .. ~ . ~ ~ ~ . ~ . ~ .. ~ . . . .. ~ . ~ ~ . .. 3 2.3 ~3 Adherance to Stormwater Quantity Criteria. ..... . . . ~. .... ... ~. A 3 2.4 P ermi tting R eq uirem en ts ~ ~ . . . . . . . . . . ~ ~ . . . ~ . . ~ . ~ ~ ~ . ~ . . ~ . ~ ~ ~ ~ ~ . . . . ~ ~ . . ~ ~ ~ ~ 3 2~4~ 1 South Florida Water Management District... ... ... .............. 3 2.4.2 USEP A General Construction NPDES Permit. ~ ~ . . . . . . ~ . . ~ . ~ . . ~ 4 3. Hydrologic / Hydraulic Modeling Method And Criteria.. ~ ~. ~. ~ ~..... ~... ~ ~. 6 3 .1 General. . . . . . ~ . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . .. .. . . . . . .. . .. .. . .. . . . .. . . . ... 6 3.2 Hydrologic Modeling~.~ ... .~~.. 'A.~". ... .... H ~.. ...... ~.. .~.... ~...... 6 3 . 2 ~ 1 Rainfall Depth. . . . . . . . . . A . ~ A . A . . A . . . ~ . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . A. 6 3 .. 2 ~ 2 Rain fall D i s tri b u ti 0 n. ~ ~ ~ .. ~ ~ ~ .. ~ . . ~ . . . . . . . ~ . ~ ~ ~ ~ ~ . . . . . . . . .. . ~ . . . . . . . . ~ ~ . 7 3.2.3 Time Of Concentration (TOe) ~ ~ .. ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . . ~ ~ . ~ . ~ ~ .. . . ~ ~ . . . ~ . . 7 Flood Protection Checkq. H q." .. . . .. . .. .. . . . . .. .. .. .... . H . H ... . H . ~ . .. . H . . . ~ ~ H ~ ~ . H ~. 8 25 Year -72 Hour Offsite Discharge Summary................. ~ ~ H.. ~.................. 9 100 Year -72 Hour Offsite Discharge Summary................. ~ ~. H' ~........ H" 10 Water Quality Cal culations ~ ~ . . . ~ . ~ . . .. . . . ~ . .. ~ . ~ .. . . . . . .. . . .. .. . ~ .. .. ~ . .. ~ . . ~ ~ . . . . . . . . . . . . . n. 11 Floodrouting Analysis~ ~ . ~ . ~ ~ ~ ~ . . . ~ ~ . ~ .. . ~ ~ ~ . . ~ . ~ ~ . . . . ~ . . . .. . ~ . . . . . . . . ~ . .. ~ .. . .. ~ . . . . . . . .. ~~ 14 Pre...Development Conditions..... ~ H........ ~... H' ~ ~ H ~ ~ ~ H. H....~.. H' n.... nn 15 Input Data. .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ~ . . . ~ . . . . . . . . ~ . . ~ . . . . ~ ~ . . ~ ~ ~ ~ . .. ~ 16 Curve N urn ber Cal cuI ati 0 us . . . . . . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . . . . . 1 7 Basins ~ .. .. . ~ . .. . . ~ ~ ~ . . . . . . . . .. . . . . . . . . .. . . . . . . .. .. . . .. . . . . .. .. . .. .. .. .. .. .. . . . . . .. .. 18 S im ul a ti 0 n s . . . ~ . . ~ . . to ~ ~ . . . . .. . . . .. . . . . . .. ~ ~ . . . . . . . . . . . .. ~ . . .. ~ . . .. . . . . . . 1 8 Output Data. . . . . . . .. . . . ~ ~ . .. ~ . . .. . . ~ ~ ~ . . ~ . . ~ . ~ ~ ~ . ~ ~ ~ ~ . . .. ~ . . . . .. ~ . . . . ~ ~ . . . . ~ . . ~ 19 Basin Summary Report. . . . . . .. . . . .. . . . . . . . . . ~ .. . ~ . . . . . . Ie . . . . .. .. 20 Post-Development Conditions.~........ ~ ~ ~...... to... ~...".................................. 23 Input Data to . . . .. .. . .. .. . .. ~ . . ~ . ~ . . .. . ~ ~ . . . . ~ . . to . . . . . .. . to . . . .. . . .. ~ . .. . . . . ~ . . . . . . . . ~ .. . . 24 Nodal Diagram.. . .. . . . . . . .. . . . . . .. . . . . . .. . .. . . . .. . . .. . .. . .. . . .. .. . . . . . . . . . . . . 25 Curve Number Calculations..................... ~"""."." ............ H" 26 Infiltration Calculations ~ . . . ~ .. ~ ~ . . . ~ . . . ~ ~ ~ .. . . . . . . ~ . ~ .. .. ~ . . . . . . . n ~ 27 B as ins. . . ~ . . .. . ~ ~ . . . . . .. ~ . . . . . . . .. . . . . . .. .. . . ~ . . .. . .. . . . . . . . . . .. .. . . .. . . . . . . . 3 0 Nodes. . .. . . . .. .. . . . . . .. ~ . ~ . ~ . .. ~ ~ ~ ~ . to . . ~ ~ .. .. . . . ~ .. .. . . . . ~ . . ~ .. . . . .. . . . . . ~ . . . 30 Op er a tin g Tab 1 es . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . 32 Pipes. . . . . . . ~ . . . . . . . .. . . . . .. . . . ~ ~ . . ~ . . ~ . . ~ . . to .. . . . . . . . . . . . . ~ .. .. . ~ . ~ to . ~ . to 33 Weirs. . . .. .. . . . . . . ~ . . . . . . . . . ~ . . ~ . . .. ~ . .. . . . . . .. .. . . . . . . .. . . . . . . .. ~ . . . .. .. . ~ .... 3 4 Rating Curves.. . . .. . .. . . .. .. . . .. . . .. .. . .. .. . .. .. . . . .. . .. .. . . . . . . . . . . . .. . .. . . . . . .. . . 36 S imulati ons.. . . . . . . ~ . . . . ~ . . .. ~ ~ . .. . . .. . . . . . . .. . . . ~ . ~ . . . ~ . . . ~ .. . . .. . . . . . ~ 36 Link Connecti vi ty . . . . to . . . . . .. . to . . . . . .. . . . . . ~ . . .. ~ . ~ . . . to . . . . . . . ~ . . ~ ~ 39 Output Data.. .. .. . ... . . . . . .. . . . ~ . . . .. . . .. . . . .. . ... . . . .. .. . .. . .. . . ... .. .. . . . . . . . . . . . . . . .. .. . . . . 40 Basin Summary Report. .. . . .. .. .. . . . .. .. . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . 41 Node Maxim urn Condi ti OilS Report. . . . .. . . . . . . . .. . . . . . . .. . . . ~ ~ ~ ~ 45 Link Maximum Condi ti ons Report. ~ . .. . .. . . . . . . . to . . . .. .. .. .. . . . ~ . . 46 Appendix A: Appendix B: Appendix c: Appendix D: Appendix E: Link Minim urn Condi ti OilS Report. . . . . ~ ~ . ~ . . . . ~ ~ ~ ~ . . . ~ . . . . . . ~ 47 N ad e Tim e S eri es Report. . ~ ~ . ~ ~ ~ ~ ~ . . ~ ~ . . . . . . . . . . . ~ ~ ~ ~ ~ ~ . . . . . . . . 48 Design Aids Double Ring Infiltration Tests FEMA Flood Insurance Rate Map Storm Sewer Calculations Trench Drain Design And Details 1 INTRODUCTION The Collier County Airport Authority is proposing to add a new taxiway to the existing aircraft runway at the Marco Island Executive Airport. In addition, the existing aircraft apron will be extended in order to accommodate the new taxiway facility. It is these improvements that are the subject of this Stormwater Management Report. Runoff from the existing aircraft runway and apron currently sheet flows directly offsite onto the adjacent wetlands without any water quality pre-treatment. As part of the proposed improvements, the addition of a taxiway will also include the construction of three (3) dry retention areas located within the infield areas between the existing aircraft runway and the proposed taxiway~ These proposed dry retention areas will be able to retain the required water quality volume as well as attenuate the required pre-post volume prior to outfall into the adjacent wetlands. The proposed project surface water management system must be designed to be able to handle the existing conditions, which includes a high water table elevation, and a low existing ground elevation. A degradation of the existing water quality conditions, however, is not anticipated. As a result, the proposed dry retention areas constitute a net improvement in the water quality treatment capabilities of the proposed site. 2 DESIGN CRITERIA AND PARAMETERS 2. 1 General The folfowing sections outline the federal, state and local stormwater quality and quantity criteria applicable to the proposed improvements of the Marco Island Executive Airport. These sections also outline the permitting requirements for the Project~ The criteria and parameters summarized in these sections are derived from the applicable published regulationsl permit design manuals and design standards. 2.2 Stormwater Quality Criteria The South Florida Water Management District (SFWMD) has jurisdiction over the stormwater quality criteria. The following section summarizes the requirements: The SFWMD requires that all projects meet state water quality standards, as set forth in Chapter 17-302, Flodda Administrative Code (FAC). To assure that these criteria are met, the Project must meet the following volumetric retention/detention requirements, as describe in the SFWMD Permit Volume IV: 1 . For wet detention systems, the first 1.5 inches of runoff from the project or the total runoff from 3.75 inches times the percent impervious, whichever is greater, must be detained on-site. A wet detention system is a system that maintains the control elevation below one foot from the seasonal high groundwater elevation and does not bleed-down more than one-half inch of detention volume in 24 hours. 2. Dry detention systems must only provide 75 percent of the required wet detention volume. Dry detention systems must maintain the control elevation at least one foot above the seasonal high groundwater elevation.. 3. Retention systems must only provide 50 percent of the wet detention volume. 4. For projects with more than 50 percent of imperviousness, discharge to the receiving water bodies must be made though baffles, skimmers, or other mechanisms suitable of preventing oil and grease from discharging to / or from the retention / detention areas. In the case of the subject project, the seasonal high groundwater elevation is at elevation 2.50 NGVD (= elevation 1.19 NA VD). 2.3 Stormwater Quantity Criteria 2.3.1 South Florida Water Management District 2.. The SFWMD has jurisdiction over the stormwater quantity criteria for the subject Project. The folJowing summarizes the requirements: The SFWMD requires that off-site discharge rates be limited to rates not causing adverse impacts to existing off-site propertiesJ and: 1 . Historic discharge rates; or 2~ Rates determined in previous SFWMD permit actions; or 3. Basin allowable discharge rates. The receiving water bodies for the Marco Island Executive Airport are a series of adjacent offsite wetlands~ The SFWMD also requires flood protection within the project as follows: 1 ~ Building finish floor elevation must be set at or above the 1 DO-year flood elevation, as determined by the Federal Insurance Rate Maps (FIRM) or 100-year, 72-hour rainfall event peak stages. The SFWMD also requires that provisions be made to replace or otherwise mitigate the loss of historical basin storage provided by the project 2.3.2 Collier County All internal roadways, parking aisles, and taxiways must be at or above the 25 year -72 hour storm stage or at elevation 5~5 NGVD (= elevation 4~19 NA VD), whichever is higher~ 2.3.3 Adherance to Stormwater Quantity Criteria The proposed improvements to the Marco Island Executive Airport will i-ncrease the amount of ansite water quality treatment and attenuation available, and will be able to reduce the amount of stormwater runoff discharging offsite from the existing pre-development conditions. 2.4 Permitting Requirements 2..4.1 South Florida Water Management District (SFWMD) In Collier County, the SFWMD requires that all development projects that do not provide fun on- site retention with greater than 40 acres of project area, or greater than 1 acre of wetland impact, must be permitted as an individual Environmental Resource Permit (ERP). The ERP permit is a 3 joint-permit application that addresses surface drainage and storage of surface waters, dredge and fill activities, and wetlands mitigation. This application is submitted to the SFWMD but is also required to be reviewed by the Florida Department of Environmental Protection (FDEP) and U.S. Army Corps of Engineers (USACOE). 2.4.2 USEPA General Construction NPDES Permit The USEPA, under the Federal Clean Water Act (CWA), requires that construction projects that disturb 5 acres or more require a General Construction National PoHutant Discharge Elimination System (NPDES) Permit. Procedures for complying with the General Construction NPDES include submitting a Notice of Intent (NOI), developing and implementing a Stormwater Pollution Prevention Plan (SWPPP), and submitting a Notice of Termination (NOT)~ The NOI must be submitted to the USEPA at least two (2) days in advance of the start of construction and should include the following information: 1. SFWMD ERP cover page; 2. A certification that the SWPPP has been prepared in accordance with Part IV of the General Construction NPDES Permit Criteria; 3. A narrative statement certifying that the SWPPP provides compliance with approved State of Florida issued permits, erosion sediment control plans and stormwater management plans. The SWPPP must specify the mechanisms for managing stormwater, including control of soil erosion and sediment control, and inspection and maintaining the effectiveness of the specified controls. The SWPPP consists of six phases as follows: 1. Site evaluation and design development; 2. Assessment; 3. Control selection and erosion control plans design; 4. Certification and notification; 5. Construction and implementation; 6. Final stabilization and termination. The SWPPP must include erosion and sediment control Best Management Practices (BMPs). These controls will depend on site-specific characteristics and the construction schedule as follows: 4- 1. Areas that wirl not be redisturbed for a period of time must be stabilized by temporary seeding or mulching; 2. Off-site vehicle tracking of sediments and generation of dust shalr be minimized; 3. Structural controls must be specified for diverting runoff flow from disturbed areas, storing flows, or limiting the discharge of pollutants from exposed areas. Examples of such controls may include the following: a. earth dikes; b. sj It fences; c. sediment traps; d~ sediment basins; e. drainage swales; f. check dams; g. sub-surface drains; h. storm drain inlet protection; L reinforced soil; j. retaining systems; k. gabions; I. turbid ity barriers. After the SWPPP is ex.ecuted and the project is stabilized and terminated, a NOT is submitted to the USEPA, and project records should be retained for a minimum of three (3) years. 5~ 3 HYDROLOGIC I HYDRAULIC MODELING METHOD AND CRITERIA 3. 1 General AdlCPR is a powerful stormwater management analysis and design tool developed by Streamline Technologies, Inc. AdlCPR is a hydrodynamic model that simulates hydrologic and hydraulic conditions using conveyance features such as basins~ nodes, and links. The Advanced Interconnected Pond Routing (AdICPR) computer model (Version 3.02) was used to design the proposed stormwater management systems and verify that the required stormwater quantity criteria outlined in Section 2 are met. The AdlCPR computer model simulates hydrologic and hydraulic conditions by generating runoff hydrographs and dynamically routing these hydrographs through diverging, looped, and/or bifurcated stormwater management systems. In AdICPR, the stormwater management system is divided into a network of nodes or junctions and links or reaches. A node is a discrete location in the drainage system where runoff enters the system and conservation of mass or continuity is maintained. The hydrologic conditions within the stormwater management system are modeled by nodes. Links represent connections between nodes and are used to transfer or convey stormwater runoff through the system. The links are used to model the hydraulic response of the system for a defined hydrologic condition. 3.2 Hydrologic Modeling ICPR uses three methods for generating stormwater runoff hydrographs: the Soils Conservation Service (SCS) unit "hydrograph method, Santa Barbara Urban Hydrograph (SBUH) method and kinematic overland flow method~ For the drainage analysis of the Marco Island Executive Airport, the SCS method was selected because it is the most suitable method for the size of the drainage areas, land use, soil condition and regional location. This method generates runoff hydrographs using the following hydrologic parameters: 1. Basin areas; 2~ Curve numbers (eN); 3. Rainfall precipitation; 4. Rainfall distribution; 5. Storm duration; 6. Time of concentration (TOC). 3~2.1 Rainfall Depth The following design storm events were simulated in AdICPR: . 10 year - 24 hour (Rainfall Depth = 7.00 inches) , . 25 year - 72 hour (Rainfall Depth = 12":50 inches) . 100 year - 72 hour (Rainfall Depth = 15.50 inches) 3.2.2 Rainfall Distribution The design rainfall distribution defines how the mass rainfall is distributed throughout the storm event. The SFWMD distribution was used for the 72 hour duration storms, and the SCS Type II (Florida Modified) distribution was used for the 24 hour duration storms. 3~2.3 Time of Concentration (TOC) The drainage basin TOe is the time for a drop of water to reach the basin discharge point from the most hydraulically remote point in the basin. The pre-development and post-development conditions drainage basins of the subject project are relatively small and highly impervious. These basins are presumed to have a TOe less than 10 minutes. Therefore, a TOe of 10 minutes was assumed for all basins where the majority of runoff occurs via overland flow. ~7 FLOOD PROTECTION CHECK 10 YR. .. 24 HR. 25 YR. - 72 HR. 100 YRa .. 72 HR. MAXIMUM MAXIMUM MAXIMUM MINIMUM HGL HGL HGL EDGE OF PVMT. NODE ELEVATION ELEVATION ELEVATION ELEVATION POND-1 2.674 3.523 3.786 4.330 POND-2 2.652 3.491 3.745 4.330 POND-3 2.965 3.957 4.271 4.330 5' 25 YEAR - 72 HOUR OFFSITE DISCHARGE SUMMARY OFFSITE DISCHARGE PRE-DEVELOPMENT POST -DEVELOPM ENT QUANTITY CONDITIONS CONDITIONS RATE (CFS) 159.308 1 3. 748 VOLUME (AC.-FT.) 26.2 23.9 ? 100 YEAR - 72 HOUR OFFSITE DISCHARGE SUMMARY OFFSITE DISCHARGE PRE-DEVELOPMENT POST -DEVELOPMENT QUANTITY CONDITIONS CONDITIONS RATE (CFS) 199.881 15.401 VOLUME (AC~-FT.) 33.5 31.3 ;0 WATER QUALITY CALCULATIONS i I URS CORP. Made by: leG Checked by: Date: 1/5/2009 Time: 8:00 AM MARCO ISLAND AIRPORT (DRY RETENTION PONDS) Total Drainage Area = Impervi ous Area = Pervious Area = 29.799 acres. 14.065 acres. 15~734 acres. (c= (c= O~95 O~25 WET-DETENTION TREATMENT VOLUME = 3.751t x %impervious AREA or 1.511 x AREAtotal 3.75 inch VOLUME = 4.40 ac.-ft. or 0.542 hectare-meters. 1.5 inch VOLUME = 3.72 ac.-ft. or 0.460 hectare-meters. WET-DETENTION VOLUMEtrmt = 4.40 ac...ft. or 0.542 hectare-meters. DRY-DETENTION VOLUMEtrmt = WET-DETENTION VOLUME x DRY-DETENTION VOLUMEtrmt = 3.30 ac.-ft. or 0.407 75.000/0 h ectare- meters. RETENTION VOLUMEtrmt = WET-DETENTION VOLUME x RETENTION VOLUMEtrmt ::::: 2.20 ac.-ft or 0.271 50.000/0 hectare-meters. TREATMENT VOLUME REQUIRED: 12- t/) w :E => ....I o > w ~ <C ~ o l- t/) C z <C t/) <C w ~ <C ~ => o I- Z o u c z o a.. WW"-" ......It? · <<21- o~ T"""~ 1J10 f-O:::~'-r o~ NLO Lq~ OO...Jc.j .<0 cON ~r-- 1--1-0<( o~ ~N NN U)>--- ~ ..-.. N c0- O) ~ ~ 0 0 N t- LO l{) l{) ...J=>>c:("': N (l') N C'i) C"1 0) <(OWLL ~ ~ 0 ~ ..q- t- I- .-- 0::: ~ 0) 0 ~ 0> m a) 02<(0 ~ (0 I"'- CO CO <0 ~O (/J N 1J1 N CO <XJ 0 0 ""'t;"""" '"=:t or- ~ 0 o "'-"" ('i) CO ro l"- t- M '"=:t ~ 1.0 CO <D CO t'- N ""'" 0 0 ~ (II') --:" Q) or- LO ~ ~ L() 0'> 0 L() <0 CD ('f) II-- q ~ CO N ~ CO Cu.. N ci z · ('f) ~ -c- ~ 00 0 r-- '"=:t ('f) ('t) L{) l"- et) L{) -r- "'t"""" 0 c..~ 0> ~ '"=:t ~ ~ r-- I"- 0 ~ CO C() ~ ~ N N N N ('t') < W l!) '"=:t C"') L{) 0::: LO ('... <( (\1--:" r- l() ~ CD CD (j) N N M CO CO en 0:: -I- m ~ ~ Ct) "1 I'-.. eLL cO N :J Z - N 0 ~ ~ 0 00 M -q- ~ oq- oe::t co (f) J'... LO co co ~ I- c..~ co CD C'? ~ '"=:t "r"'"" Z LO f'... ~ oq- ~ 0 0 or- ~ N N N ct) 0 0 0 N <0 <0 N ~ --:- ('i) co 'C"""" t-- t"- o 0> 0 ~ co co (0 II-- m ~ r-- t'---- ~ ell. ..q- ..0 cO cO <ci z · ~ Ct) 00 r-- -q- N CJ) C) Cf) v N co co co o.~ ~ M co r.o It) "t"""'" N (j) 0 N """ ~ CX'J "t"'"" ~ ~ ~ ~ z 0--. j::C 0 (t) "r"'"" ~ vO <(~ ~ I'"-: Q) N C"') Ln >z N C't') M -..:i ~~ w_ -I W ...= r.: u... u... I I. cj U <( <( Oov NLOr NNM II II 11 ZZZ 000 ~i=i= z<(z w>w I-WI-- W..JW '"'We! >-")-- 1--..... _w_ ..J~-' <C..J<C =><(:J a~o JJ:::.-C! wuw !;:<C~ 3: s: · c c w a c w - r:t: > o " c... 1) FLOODROUTING ANALYSIS I~ PRE-DEVELOPMENT CONDITIONS . IS" INPUT DATA /6; CURVE NUMBER CALCULATIONS (PRE-DEVELOPMENT CONDITIONS) 1 2 3 5.234 8.264 16.301 . 96 96 96 3.648 6.542 11.074 III 1 .586 1 .722 5.227 /-7 80 80 80 ~ 84.85 83.33 85.13 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE-DEVELOPMENT CONDITIONS INPUT REPORT =~== Basins =~~~~~~~~:=~=~==~===============================~~~~=~~==~~~~~=~~~~=========== Name: BASIN-l Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount {in) : 0.000 Area(ac}; 5.234 Curve Number~ 84~85 DC IA { %}: O. 00 Node: OFFSITE Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 256.0 Storm Duration(hrs); 0.00 Time of Cone {min} : 10.00 Time Shift (hrs} : 0.00 Max Allowable Q(cfs}: 999999.000 PRE-DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND-l WILL BE LOCATED Name: BASIN~2 Group: BASE Node: OFFSITE Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh256 Rainfall File: Rainfall Arnount(in): O~OOO Area {ac) : 8.264 Curve Number: 83.33 DCIA ( %): O. 00 Peaking Factor: 256.0 Storm Duration (hrs) : 0.00 Time of Cone {min) : 10.00 Time Shift(hrs}: 0.00 Max Allowable Q{cfs): 999999.000 PRE-DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND-2 WILL BE LOCATED Name: 8ASIN~3 Group: BASE Node: OFFSITE Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in}; 0.000 Area (ac) : 16.301 Curve Number: 85.13 DCIA { %): 0 ~ 00 Peaking Factor: 256.0 Storm Duration (hrs} : 0.00 Time of Cone (min) : 10.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 PRE-DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND-3 WILL BE LOCATED ==== Hydrology Simulations ~===============================~~=~====~====================== Name: lQOYR72HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\TAXIWAY\PREDEV\100YR72HR~R32 Override Defaults: Yes Storm Duration{hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount (in) : 15.50 Time (hrs) Print lnc{min} 100.000 5.00 Name: 25YR72HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\TAXIWAY\PREDEV\25YR72HR.R32 Override Defaults: Yes Storm Duration (hrs) : 72.00 Rainfall File: Sfwmd72 Rainfall Amount (in) : 12.50 Time (hrs) Print Inc{min) 100.000 5.00 =~~= Boundary Conditions ==~===~~~======~=~~=============================~==~===========~~ Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of 1 /8 OUTPUT DATA I 9 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE-DEVELOPMENT CONDITIONS BASIN SUMMARY R8PORT Basin Name; BASIN-1 Group Name: BASE Simulation: lQOYR72HR Node Name: OFFSITE Basin Type; SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Camp Time Inc (min); 1.33 Rainfall File: Sfwmd72 Rainfall Amount {in}: 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone {min}: 10.00 Time Shift (hrs): 0.00 Area {ac}: 5.234 Vol of Unit Hyd (in): 1.000 Curve Number; 84.850 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 35.143 Runoff Volume (in): 13.541 Runoff Volume (ft3): 257271.099 Basin Name: BASIN~2 "Group Name: BASE Simulation: 100YR72HR Node Name: OFFSITE Basin Type; ses Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1~33 Camp Time Ine {min): 1.33 Rainfall File; Sfwmd72 Rainfall Amount (xn): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd {in}: 1.000 Curve Number: 83.330 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max {cfs}: 55.183 Runoff Volume (in): 13.329 Runoff Volume (ft3): 399841.551 Basin Name: BASIN~3 Group Name; BASE Simulation: lOOYR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (rnin): 1~33 "Camp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status; Onsite Time of Cone {min}: 10.00 Time Shift (hrs): O~OO Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 85.130 DeIA (%): O. 000 Time Max {hrs): 60.02 Flow Max (cfs): 109.555 Runoff Volume {in}: 13~580 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of3 zo MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE~DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Runoff Volume {ft3): 803549.128 Basin Name: BASIN-l Group Name: BASE Simulation: 25YR72HR Node Name: OFf SITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Ine (min): 1.33 Camp Time Ine (min): 1.33 Rainfall File: Sfwrnd72 Rainfall Amount (in): 12.500 Storm Duration {hrs}: 72.00 Status: Onsite Time of Cone (min): 10.00 Time Shift (hrs): 0.00 Area {ac}: 5.234 Vol of Unit Hyd {in): 1.000 Curve Number: 84.850 DeIA (%): 0.000 Time Max (hrs}: 60602 Flow Max (cfs}: 28.021 Runoff Volume (in}: 10.583 Runoff Volume {it3}: 201063.009 Basin Name: BASIN-2 Group Name: BASE Simulation: 25YR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256~O Spec Time Inc (min): 1.33 Camp Time Inc {min}: 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12~500 Storm Duration (hrs): 72~OO Status: Onsite Time of Cone (min): 10.00 Time Shift (hrs): O~OO Area (ac): 8~264 Vol of Unit Hyd (in): 1.000 Curve Number: 83.330 DCIA (%): O~OOO Time Max (hrs): 60.02 Flow Max (cfs): 43.899 Runoff Volume (in): 10.380 Runoff Volume (ft3): 311370~952 Basin Name: BASIN-3 Group Name: BASE Simulation: 25YR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Camp Time Inc (min): 1~33 Rainfall File: Sfwmd72 Rainfall Amount {in}: 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone {min}: 10.00 Time Shift {hrs}: 0.00 Area {ac}: 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 85.130 Page 2 of3 Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies, Inc. ~I MARCO ISLAND EXECUTIVE AIRPORT FLOODRQUTING ANALYSIS PRE~DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT DCIA {%): 0.000 Time Max (hrs) Flow Max (cfs) Runoff Volume {in} Runoff Volume (it3) 60.02 87.388 10.620 628398.473 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 3 of3 22 POST-DEVELOPMENT CONDITIONS ~~ INPUT DATA 1-4- ,-------------~-~. I I I l 1 I 1 I I I I I I I 1- ~l~ ff l...J ~1~ ~I~ t I I I I I I I I I i l I 1--- I I I I I~ ~l~ ~I~ ~l~ 1 i I I I I / I I / I I I ~~ I ~~ 9.tl:: ~~ ~15" It I i:d C?lo:: ~l~ t ! ! I I [ I I I I I I I I 1 g- N ~ml ~~l ~~! " " " , "- " ~ ~ ~ ~ ~ 5 ~ ~ iZ CQ ~ ~ <cd2 a::I .- (J \V~ ..---------. ~ ~ I I~ IN ...J "Q"I~ ~l~ ~I l ....... " "- "- " "- " " " I Is I~ Mlm Ujlo::: NI- ~I~ I I I t I I 1 l:if I. ...J ~I~ NI- ~I~ I I r I I 1 J / / / / / / / / / / J I- e:;) i~ Nkd Ujl' Ie::: ~I~ I " "- ....... " " " " , " I I I I I I I I~ I:; ~I~ ~I~ I I I I l I I t la // r~ / ,...luf / ~dri / / ~l~ / I // ~/ ~ 3:: :i % ~~~I~ ~...J g ~ ~Iuj ;t; 10:: ~l ~j CURVE NUMBER CALCULATIONS (POST ..DEVELOPMENT CONDITIONS) 1 2 3 ~~w~.lr~Mg~il~:~g tEt~llft4!l1f[~~~~~~ ill].TIm~~k~}ftk~J$:5B~;10 ~:r0~~t~~2~11I[~rr~i~ t~4Jhkit~~i~im~' 20 INFILTRATION CALCULATIONS NODE: POND..1 DOUBLE-RING INFIL TROMETER TEST: DRI-1 AVERAGE INFILTRATION RATE (IN/HR): 0.32 CONTOUR INFIL TRATION AREA RATE ELEVATION (SQ. FT.) (CFS) 2.20 92177.4930 0.6828 3.73 103445.9060 0.7663 3.91 126223.9412 0.9350 4.21 145896.7876 1 .0807 4.34 * 145896.7876 1 .0807 4.50* 181836.1602 1.0807 *Si nee there is no additionaJ pervious area, infiltration does not increase. 27 INFILTRATION CALCULATIONS NODE: POND..2 DOUBLE-RING INFIL TROMETER TEST: DRI-2, DRI..3 AVERAGE INFILTRATION RATE (IN/HR): 2~01 CONTOUR INFIL TRATION AREA RATE ELEV A TION (SQ.FT.) (CFS) 2.20 158338.9275 7.3672 3.73 176742.2254 8~2234 3.91 213510w2313 9.9342 4.21 244841.3865 11.3919 4.34 * 244841 ~3865 11 ~3919 4.50* 301182.7997 11.3919 *Si nee there is no add itianal pervious area, infiltration does not increase. z~ INFILTRATION CALCULATIONS NODE: POND-3 DOUBLE-RING INFIL TROMETER TEST: DRJ-4, DRI-5 AVERAGE INFILTRATION RATE (IN/HR): O~75 CONTOUR INFIL TRATION AREA RATE ELEVATION (SQ.FT~) (CFS) 2.20 179703.0997 3.11 98 3.73 201371.9012 3.4960 3.91 244542.8554 4.2455 4.21 281131.2610 4.8808 4.34 * 281131.2610 4.8808 4.50* 347050.8351 4.8808 *Since there is no additional pervious area, infiltration does not increase. 29 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST~DEVELOPMENT CONDITIONS INPUT REPORT ~=~===~~~~~====~=~~~~~~~~~~~=~~~~~~~~=~===~~~~~~~~~~~~~==~~~~~~======~=~~~~~~~~~~~~~~~~~=~ ~~== Basins =============~~~~~~~============~~~~~===~~~==================;~~~~~=========== Name: BASIN-l Group: BASE Status: Onsite Node: POND-1 Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount (in} : 0.000 Area{ac}: 5.234 Curve Number: 85.53 DeIA ( %}: o. 00 Peaking Factor: 256.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.00 Time Shift(hrs}: 0.00 Max Allowable Q{cfs}: 999999.000 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOSED POND~l Name: BASIN-2 Group: BASE Status: Onsite Node: POND-2 Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount (in) : 0.000 Area (a c): 8 ~ 2 64 Curve Number: 84.92 DCIA{%}; 0.00 Peaking Factor: 256.0 Storm Duration{hrs}: 0.00 Time of Conc(min}: 10.00 Time Shift(hrs}: 0.00 Max Allowable Q(cfs}: 999999.000 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOS8D POND-2 Name: BASIN-3 Group: BASE Status: Onsite Node: POND-3 Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File; Rainfall Amount (in) : 0.000 Area (ac) : 16.301 Curve Number: 89.54 DCIA{%): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Cone (min) : 10.00 Time Shift(hrs}: O~OO Max Allowable Q(cfs): 999999.000 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOSED POND-3 ------~~~-~--~-~~-~~------------~~---------~~-~~~~~---------~~~~-----~~------------~~--~~~ ~~---~~-~~-~-----------~-~-~~-----~~-~~~------------~~~--------~-----------~~~~~~-------~~ =~== Nodes ========~=~~====~==~============~=======~~===~=================~~:~~~========== Name: GROUND Group: BASE Type: Time/Stage DESIGN GROUND WATER TABLE Time{hrs} 0600 24.00 48..00 60600 72.00 96~OO 100AOO Name: OFFSITE Group: BASE Type: Time/Stage Base Flow (cfs) : 0.000 Init Stage(ft): 1.200 Warn Stage(ft): 99.000 Stage{ft) 1.200 1.200 1.200 1.200 1.200 1.200 1.200 Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Warn Stage (ft) : 99.000 Time(hrs) OFFSITE AREAS WHICH RECEIVE EXCESS RUNOFF FROM TAXIWAY DRAINAGE SYSTEM Stage(ft} o~oo 24.00 48.00 60.00 72.00 96.00 100.00 Name: POND-l 16200 1.200 1.200 1.200 1.200 1~200 1A200 Base Flow{cfs): OAOOO Init Stage {ft} : 2.200 Page 1 of9 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. ~3o MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Group: BASE Type: Stage/Area Warn Stage(ft): 4.340 DRY RETENTION POND-1 Stage(ft) 2.200 3.730 3.910 4.210 4.340 4.500 Name: POND-2 Group: BASE Type: Stage/Area DRY RETENTION POND-2 Stage{ft} 2.200 3.730 3.910 4.210 4.340 4.500 Name: POND-3 Group~ BASE Type: Stage/Area DRY R8TENTION POND-3 Stage{ft) 2.200 3.730 3.910 4.210 4.340 4.500 Name: 8-1 Group: BASE Type: Stage/Area DRAINAGE STRUCTURE $-1 Stage (ft) -4.300 2~200 99.000 Name: 8-10 Group: BASE Type: Stage/Area DRAINAGE STRUCTURE 8-10 Stage (ft) -5.800 2.500 99.000 Name: 8-11 Group: BASE Type: Stage/Area DRAINAGE STRUCTURE $-11 Area(ac) 2.1161 2.3748 2.8977 3.3493 3.3493 4.1744 Area (ac) 3.6350 4.0574 4.9015 5.6208 5.6208 6.9142 Area (ac) 4~1254 4.6229 5.6139 6.4539 6.4539 7.9672 Area (ac) 0.0006 0.0006 0.0006 Area (ac) 0.0006 0.0006 0.0006 Stage{ftl Area (ac) -4.500 0.0006 Base Flow{cfs): 0.000 Init Stage(ft}: 2.200 Warn Stage (ft} : 4.340 Base Flow(cfs}: 0.000 Init Stage(ft): 2.200 Warn Stage{ft): 4.340 Base Flow(cfs): 0.000 Init Stage(ft}: 1.200 Warn Stage{ft}: 99.000 Base Flow(cfs}: 0.000 Init Stage(ft}: 1.200 Warn Stage{ft): 99.000 Base Flow{cfs}: 0.000 Init Stage{ft}: 1.200 Warn Stage{ft}: 99.000 Page 2 of9 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Teclmologies, Inc. 3/ MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT 2.200 99.000 0.0006 0.0006 Name: 8-2 Group: BASE Type: Stage/Area DRAINAGE STRUCTURE 5-2 8tage{ft) -4.300 2.200 99.000 Name: 8-3 Group: BASE Type: Stage/Area DRAINAGE STRUCTURE 5-3 Stage(ft) -4.300 2.200 99.000 Name: 8-4 Group: BASE Type: Stage/Area DRAINAGE STRUCTURE S-4 Stage{ft) -4.300 2.200 99.000 Base Flow(cfs~: 0.000 Init Stage (ft): 1.200 Warn Stage(ft): 99~OOO Area (ac) 0.0006 0.0006 0.0006 Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Warn Stage(ft); 99~OOO Area (ac) O~0006 0.0006 0.0006 Base Flow(cfs): O~OOO Ini t Stage (ft): 1.200 Warn Stage{ft): 99.000 Area {ac} 0.0006 0.0006 0.0006 ~~== Operating Tables ~~~~~~~~=~~~===================~=~~~~~=~=~~========================= Name: QT-l Group: BASE Type: Rating Curve Function: US Stage vs. Discharge us Stage(ft) INFILTRATION RATE FOR POND-l (MUST BE TURNED OFF FOR 25 AND 100 YEAR STORMS) Discharge (cfs) 2.200 3~730 3.910 4.210 4.340 4.500 0.68 0.77 0.94 1.08 1.08 1.08 Name: OT-2 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge us Stage(ft) INFILTRATION RATE FOR POND-2 {MUST BE TURNED OFF FOR 25 AND 100 YEAR STORMS} Discharge {cfs} 2.200 3.730 3.910 4.210 4.340 4~500 Name: OT~3 Type: Rating Curve 7.37 8.22 9.93 11.39 11.39 11.39 Group: BASE Page 3 of9 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. 32 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEV8LOPMENT CONDITIONS INPUT REPORT Function: US Stage vs. Discharge INFILTRATION RATE FOR POND-3 (MUST BE TURNED OFF FOR 25 AND 100 YEAR STORMS) us Stage(ft) Discharge (cfs) 2.200 3.730 3.910 4.210 4.340 4.500 3.12 3.50 4.25 4.88 4.88 4.88 =~== Pipes ===~=~=~=============~~~~~~~~~~~~~~~=~~==~=~~~~~~~====~==~=~~====~~=~~~~~=====~ Name: PS1-S2 From Node: 8-1 Group: BASE To Node: 8-2 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span ( in) : 24.00 24.00 Rise{in) : 24.00 24.00 Invert (ft) : -2.300 -2.300 Manning's N: 0.012000 0.012000 Top Clip (in) : 0.000 0.000 Bot C 1 i P ( in) : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall PIPE CONNECTING $-1 TO 8-2 Name: PS10~S11 From Node: 5-10 Group: BASE To Node: 8-11 UPSTREAM DOWNSTREAM Geometry; Circular Circular Span (in) : 24.00 24.00 Rise(in) : 24.00 24.00 Invert (ft) : -2.300 -2.500 Manning's N: 06012000 0.012000 Top Clip(in): 0.000 O~OOO Bot Clip {in} : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall PIPE CONNECTING 8-10 TO $-11 Name: PS3-S4 From Node: S-3 Group: BASE To Node: 8-4 UPSTREAM DOWNSTREAM Geometry: Circular Circular 8pan{in} : 24.00 24.00 Rise (in) : 24.00 24.00 Invert (ft) : -2.300 -2.300 Manningts N: 0.012000 0.012000 Top Clip (in) : 0.000 0.000 Bot Clip (in) : 0.000 O~OOO upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Length {ft} : 200.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length ( f t): 14 1 . 00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 200.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef; 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use de or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Page 4 of9 Interco1U1ected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. 33 MARCO ISLAND EX~CUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPM8NT CONDITIONS INPUT REPORT PIPE CONNECTING 5-3 TO S-4 Circular Concrete; Square edge wi headwall ==== Weirs =============================================================================== Name: WPI-OFFSITE Group: BASE Flow: Both Type: Vertical: Paved Span (in) : 25681.63 Rise(in): 99999.00 Invert {ft): 4.500 Control Elevation{ft): 4.500 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Caef: 3.130 Orifice Discharge Coef: 0.600 From Node: POND-l To Node: OFFSITE Count: 1 Geometry: Rectangular T.A.BLE WEIR CONNECTING POND-l WITH OFFSITE AREAS Name: WP1-P2 Group: BASE Flow: Both Type: Vertical: Paved Span{in): 2879.85 Rise{in): 99999.00 Invert (ft) : 4.500 Control Elevation(ft): 4.500 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Caef: 3.130 Orifice Discharge Coef: 0.600 From Node: POND-l To Node: POND-2 Count: 1 Geometry: Rectangula~ TABLE TAXIWAY CONNECTOR BETWEEN POND-} AND POND-2 USED AS A WEIR Name: WP1-Sl Group: BASE Flow: Both Type: Horizontal Span (in): 64.00 Rise (in): 58.00 Invert (ft) ~ 2.200 Control Elevation(ft}: 2.200 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Caef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE 8-1 USED AS A WEIR Name: WP2-0F~SITE Group: BASE Flow: 80th Type: Vertical: Paved Span{in}: 18000.00 Rise {in} : 9999.00 Invert (ft} : 4.500 Control Elevation (ft) : 4.500 Bottom Clip{in): 0.000 Top Clip(in): 0.000 Weir Discharge Caef: 3.130 Orifice Discharge Coef: 0.600 From Node: POND-l To Node: $-1 Count: 1 Geometry: Rectangular TABLE From Node: POND-2 To Node: OFFSITE Count: 2 Geometry: Rectangular TABLE WEIR CONNECTING POND-2 WITH OFFSITE AREAS Name: WP2-P3 Group: BASE From Node: POND-2 To Node: POND-3 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Teclmologies, Inc. Page 5 of9 34 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST~DEVELOPMENT CONDITIONS INPUT REPORT Flow: Both Type: Vertical: Paved Count: 1 Geometry: Rectangular Span(in}: 2879.63 Rise(in): 99999.00 Invert (ft) : 4.500 Control Elevation(ft}: 4.500 Bottom Clip{in} = 0.000 Top Clip{in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 Tl\BLE TAXIWAY CONNECTOR BETWEEN POND-2 AND POND~3 USED AS A WEIR Name: WP2-S10 Group: BASE Flow: Both Type: Horizontal Span(in): 64.00 Rise(in): 58.00 Invert (ft) : 2.500 Control Elevation(ft}: 2.500 Bottom Clip{in): 0.000 Top Clip{in}: 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE 8-10 USED AS A WEIR Name: WP2-S2 Group: BASE Flow: Both Type: Horizontal Span (in): 64.00 Rise (in) : 58.00 Invert {ft) : 2~200 Control Elevation {ft} : 2.200 Bottom Clip{in}: 0.000 Top Clip(in}: 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE 5-2 USED AS A WEIR Name: WP2-S3 Group: BASE Flow: Both Type: Horizontal Span {in}: 64.00 Rise{in): 58.00 Invert{ft): 2.200 Control Elevation (ft) : 2.200 Bottom Clip(in): 0.000 Top Clip(in); O~OOO Weir Discharge Coef: 3.130 Orifice Discharge Caef: 0.600 DRAINAGE STRUCTURE 8-3 USED AS A WEIR From Node: POND-2 To Node: S~10 Count; 1 Geometry: Rectangular TABLE From Node: POND-2 To Node: 5-2 Count: 1 Geometry: Rectangular TABLE From Node: POND-2 To Node: 8-] Count: 1 Geometry: Rectangular TABLE Name: WP3~OFFSITE From Node: POND-3 Group: BASE To Node: OFFSITE Flow: Both Count: 1 Type: Vertical: Paved Geometry: Rectangular Span (in) ; 45549~Ol Rise(in} ; 99999~OO Invert (ft) : 4.500 Control Elevation(ft} : 4.500 TABLE Bottom Clip(in): 0.000 Top Clip (in) : 0.000 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 6 of9 J5 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 WEIR CONNECTING POND-] WITH OfFSIT8 AREAS Name: WP]-S4 Group: BASE Flow: Both Type: Horizontal From Node: POND-3 To Node: S-4 Count: 1 Geometry: Rectangular Span (in) : 64.00 Rise{in): 58.00 In ve r t ( f t): 2. 200 Control Elevation(ft}: 2.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Caef: 0.600 DRAINAGE STRUCTURE S~4 USED AS A WEIR Name: WS11-QUT Group: BASE Flow: Both Type: Horizontal From Node: $-11 To Node: OFFSITE Count: 1 Geometry: Rectangular _ Span{in): 64.00 Rise(in): 58.00 Invert(ft): 2.200 Control Elevation(ft): 2.200 TABLE Bottom Clip(in}: 0.000 Top Clip(in) = 0.000 Weir Discharge CoeE: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S-11 USED AS A WEIR =~~~ Rating Curves ==================================~==~~=~=~============================ Name: INF-l From Node: POND-l Count: 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON (ft) ELEV OFF (ft) #1: OT-l 2.210 0.000 #-2: 0.000 0.000 #3; 0.000 0.000 #4 ; 0.000 0.000 INFILTRATION OF POND-l (ONLY USED FOR lO~YEAR DESIGN STORM) Name: INF-2 From Node: POND-2 Count: 1 Group; BASE To Node: GROUND Flow; None TABLE ELEV ON{ft) ELEV OFF (ft) #1: OT~2 2.210 0.000 #2: 0.000 0.000 #3: 0.000 0.000 #4 : 0.000 0.000 INFILTRATION OF POND-2 (ONLY USED FOR lO-YEAR DESIGN STORM ) Name: INF~3 From Node: POND-3 Count: 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON(ft) ELEV OFF ( ft ) #1: OT-3 2.210 0.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 INFILTRATION OF PQND-3 (ONLY USED FOR lO~YEAR DESIGN STORM) ==== Hydrology Simulations ====~~=~~~=~~~~~~~~========~~~================================= Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Teclmologies, Inc~ Page 7 of9 J~ MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Name; lOOYR72HR Filename: C:\FLOODROUTING DATA \ MARC 0 ISLAND\TAXIWAY\lOOYR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Arnount{in}: 15.50 Time{hrs) Print Inc(min} 100.000 5.00 Name: lOYR24HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\TAXIWAY\lOYR24HR&R32 Override Defaults: Yes Storm Duration{hrs): 24.00 Rainfall File: Flmod Rainfall Amount (in) : 7.00 Time(hrs} Print Inc(min} 48.000 5.00 Name: 25YR72HR Filename: C:\FLOODRQUTING DATA\MARCO ISLAND\TAXIWAY\25YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount (in) : 12.50 Time {hrs) Print Inc{min} 100~OOO 5.00 ==~~ Routing Simulations ~~~~====~~~~==============~~=~===========================~~=~~~~~ Name: 100YR72HR Hydrology Sim: 100YR72HR Filename: C:\FLOODROUTING DATA\MARCD ISLAND\TAXIWAY\100YR72HR.I32 Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10~OOO Start Time{hrs): 0.000 Min Calc Time(sec): 0.1000 Boundary Stages: Delta Z Factor: 0.00500 End Time(hrs}: 100.00 Max Calc Time(sec): 10.0000 Boundary Flows: 100 YEAR - 72 HOUR STORM Time(hrs) Print Inc{min} 100.000 5.000 Group Run BASE Yes Name: lOYR24HR Hydrology Siro: lQYR24HR Filename: C:\FLOODROUTING DATA\MARCO ISLANO\TAXIWAY\10YR24HR.I32 Execute: Yes Alternative: No Restart: No Patch; No Max Delta Z{ft}: 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time(sec): 0.1000 Boundary Stages: Delta Z Factor: 0.00500 End Time {hrs} : 48~OO Max Calc Time (see) : 10~OOOO Boundary Flows: 10 YEAR - 24 HOUR STORM Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 8 of9 <37 MARCO ISLAND EX8CUTIVE AIRPORT FLOODROUTING ANALYSIS POST~DEVELOPMENT CONDITIONS INPUT REPORT Time (hrs) Print Inc(min) 48 '-000 5.000 Group Run BASE Yes -~~-----~~~---~~----~~~---~~~----~-----------~~~---~~~---~-------~~--~~~------~~----~~------~~---~~- Name: 25YR72HR Hydrology Sim: 25YR72HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\TAXIWAY\25YR72HR.I32 Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): l~OO Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.1000 Boundary Stages: Delta Z Factor: 0.00500 End Tlrne(hrs): 100~OO Max Calc Time (see) : 10~OOOO Boundary Flows: 25 YEAR - 72 HOUR STORM Time (hr s) Print lnc {min l 100.000 5.000 Group Run BASE Yes ~~===~~~~~~=~=~~~~~~~=~~~~==~~~~~~=~~=~=~=~~~~~==~~~====~~~~==~~~==~~~~~==~~~~~==~~~~~~~~~ ===; Boundary Conditions =~~=~==========~===~=========~~==========~~===========~~~======== ~~~==~~~~~~~~~~===~~~~~~~~~~===~~~~~=~~~~~~=~~~~~~~~~~==~=~~~~=~~~~=~~~~;~~=~~~=====~~~~~~ Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 9 of9 ::Jg ~ rt:: U) 2 5E--i ~~~~ ~UJH~ ~:3~~ H~O~ E-i~UE--i 8{!J~S; WZWH w~~t; 080~ ~O~Z ~~g;8 ~8~~ o~~~ u Ul~ ~ 2 t-l '+-l o (1) b.D ro P-< ~ ~~rlrlrlrlNrlrlrlrlrlnn~~~ c:: :::I o U H ~~~~~~~~~~~~~~www ~ ~u~~~~~~~~v~~~ccc D 00000000000000000 ooromrowwrorororororooorozzz ): o rl C.l.I ~ ~ l-l ~ ~ fO rrI ro .t-.J rlrl.......,.J QI -::J::l::l E 0 U U o ~ ~ ~ Q) .,....j +..-j .,-j (.!J UUU U; ....... CI >., kI .j..) Q) E o Q) t9 lfJ ....... ~ ~ H H ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ro ro m ~ m m m m m m ro ro ro m r-I..-Irlrlrlrl......,.................-I1"""l.-l,....j;..-I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ UUOtJ'ltylIT1Ql~b1tf1CJlO"tntJ'l H ~ ~ c c c c c c ~ c ~ c C ...-1 ...-1 ....; n:l ctl en m m m m ro m ffi ffi UUU-J-J.j..J.J.J-tJ-J-J.j....J.J...l+J.j..J.j.J.j.J ()uuouuoouuu ~ ru ru ru w ~ ~ ~ Q) w ~ o::cr:o:::a;o::;o::;CG"O::;O::::~ g ~ lZI.... Q,) .So o o ] o Q) ~ Q) .S ] b CfJ N o o N @ 2' ~ u ~ '-" 'I""""l V ""'d o ~ gf .J:j ~ ] o ~ ] ,.....j (1) ~ ..J:l U PCj Q) Tool {) ~ 8 (1) ] Q) 0... >, f-r WWWUUOUUOOOUOOID~~ ~~~mru0IDQI~~~W~0>~~ -rl ....-1...-1 :> :> s: :::- :> ~ 3: :s: 1> ~ :s: $-l l-l l-i ~~~rom rom ro ~~~ CL.O-l,.{(LC-!....-I......1"""lO-i,....j;..-IUUU (tj. m rei n:l ffi ffi oO.J.JoO~-J..J-JJO+J+JO"LO"ItyI 0c'!)CC,9{!:lt::Ct::0~CCCC ~ ~ 0 :s: ~ 0 0 0 s: 0 0 . ri ..-1 ..-1 N NNN NN.j..l.j.J.j.J ..-I ....-l ...-1 ......-l ...... ...... ...-1 .rl rl . rl . rl ((l ru ro ro m l-i m ro H l-I l---l fO ~ ~.....lC:G cr; 0::; UUOUUOOOUQO ...... .,..,j ::r: .,.-f . .... ::r: ::r: ::r: . rl ::r: ::c -J-J.J..J -tJ.j....J ~ ~ ~ ~ ~ ~ (]J ru ru (]J QI :>>>> >- Q) '0 o Z o f-l N~~~NrlMMONM~~WOQO }rllE-lllE-tIr-lIIE-tIE-!ZZZ ~IWHOOOHQI~OOHmH~O~ U) mz tr.IZOO UJ UlQOO ~o U-.lO ~ ~"o::;" (Ldl..l tL.l 0... t.t.. ~d..9- 0 (9 o 0 0 0 Q) '0 o Z E o $-l CLI rlOM~~~NNNNNMMrlrlN~ I \""""l I I j i ! I I I ! I I rl I I I ~lmoonOOQaOQQIQOQ CI".l ZZz,ZZZZZZZUlZZZ 0000000000 000 l:l.l ~ p,. P-I P-.i ClJ 0... 0-1 CL..l O-l O-r O-d1., 0.. ~ o ~ ~ ~~w~~wwwwwwwwww~~ m~~~~~~~~~mmw~~~~ ~~wmro~~romro~~mmrororo Q) e ~ z Nn~~Nrl~MONMW~~MNM mrl~~~ID~~nmw~mPI I I 1(J)IHIIHIUJt IHIOt.LdL.d.L.I ~IM~n~mNINN~MIZZZ mO~~~~~~N~~W~nHHH (LnO-l41~S::u.r~p...~S:C.LI3:r-I w. 0 O:s: 0 U) p... I liS: ~ N M .cl.l 0-1 p.. ~:3: ~ .J7 OUTPUT DATA ;to MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Basin Name: BASIN-l Group Name: BASE Simulation: lOOYR72HR Node Name: POND-l Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Ioc {min): 1.33 Camp Time Ioc (min): 1.33 Rainfall file: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone (ruin): 10.00 Time Shift (hrs): 0.00 Area (ac): 5.234 Vol of Unit Hyd {in}: 1.000 Curve Number: 85.530 DeIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 35.223 Runoff Volume {in}: 13.635 Runoff Volume (ft3): 259055.398 Basin Name: BASIN-2 Group Name: BASE Simulation: lOOYR72HR Node Name: POND-2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min}: 1~33 Camp Time Ioc {min}: 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone (min): 10~OO Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 84~920 DCIA (%): 0.000 Time Max (hrs): 60602 Flow Max (cfs): 55.501 Runoff Volume (in): 13.551 Runoff Volume (ft3): 406498.053 Basin Name: BASIN-3 Group Name: BASE Simulation: lOOYR72HR Node Name: PQND-3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (ruin): 1.33 Comp Time rnc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 156500 Storm Duration {hrs): 72~OO Status: Onsite Time of Cone (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16~301 Vol of Unit Hyd (in): 1.000 Curve Number: 896540 DCIA (%) = 0.000 Time Max (hrs) = 60~02 Flow Max (cfs): 110.919 Runoff Volume {in}: 14.176 Page 1 of4 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. 4-1 MARCO ISLAND EXECUTIV8 AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Runoff Volume (ft3): 838847.294 Basin Name: BASIN-l Group Name: BASE Simulation: lOYR24HR Node Name: POND-l Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time lnc {min}: 1.33 Camp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Cone (min): 10.00 Time Shift {hrs}: 0.00 Area (ac); 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 85.530 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 19.176 Runoff Volume (in): 5.311 Runoff Volume (ft3): 100899.763 Basin Name: BASIN-2 Group Name: BASE Simulation: lOYR24HR Node Name: POND-2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc {min}: 1.33 Camp Time Ine (min}: 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Cone {min}: 10.00 Time Shift (hrs): 0.00 Area (ac}: 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 84.920 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 29.963 Runoff Volume (in): 5~242 Runoff Volume {ft3}: 157244.229 Basin Name: BASIN-3 Group Name: BASE Simulation: lOYR24HR Node Name: POND-3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Camp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Cone (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: B9~540 Page 2 of4 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Teclmologies, Inc. 4'L MARCO ISLAND EX~CUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPM8NT CONDITIONS BASIN SUMMARY REPORT DeIA (%}: 0.000 Time Max (hrs}: 12.04 Flow Max (cfs): 63.454 Runoff Volume (in): 5.768 Runoff Volume (ft3): 341320.227 Basin Name: BASIN-l Group Name: BASE Simulation: 25YR72HR Node Name: POND-l Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc {min): 1.33 Camp Time Inc (rnin): 1.33 Rainfall file; Sfwmd72 Rainfall Amount {in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone {min}: 10.00 Time Shift (hrs): O~OO Area {ac}: 5.234 Vol of Unit Hyd {in}: 1.000 Curve Number: 85.530 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs} = 28.112 Runoff Volume (in): 10.673 Runoff Volume (ft3): 202775.405 Basin Name: BASIN-2 Group Name: BASE Simulation: 25YR72HR Node Name: POND-2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Camp Time roc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in}: 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone {min}: 10.00 Time Shift (hrs): 0.00 Area (ac}: 8.264 Vol of Unit Hyd {in}: 1.000 Curve Number: 84~920 DCIA {%}: 0.000 Time Max (hrs): 60~02 Flow Max (cfs): 44.258 Runoff Volume (in): 10.592 Runoff Volume (ft3): 317738.722 Basin Name: BASIN-3 Group Name: BASE Simulation: 25YR72HR Node Name: POND-3 Basin Type: ses Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fater: 256.0 Spec Time Inc (min): 1.33 Camp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount {in}: 12.500 Storm Duration (hrs): 72.00 Status: Onsite Page 3 of4 Interconnected ChalUlel and Pond Routing Model (ICPR) ~2002 Streamline Teclmologies, Inc. if] MARCO ISLAND EX8CUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEV8LOPM8NT CONDITIONS BASIN SUMMARY REPORT Time of Cone (min) Time Shift (hrs) Area (ac) Vol of Unit Hyd (in) Curve Number DC IA (%) Time Max (hrs) F'low Max (cfs) Runoff Volume (in) Runoff Volume (ft3) 10.00 0.00 16.301 1.000 89.540 0.000 60.02 88.955 11.196 662487.776 Page 4 of 4 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc~ 44 ~ 8 0::; OOet:: ~ 52 O::;U".:lH~ ~~~~ ~>--C1~ ~~58 E-t~oE-l 8~~8 ~~~5 W E--dloi U Q:::JO;z ~OH~ ~g;~~ Cf)041~ H3?s: otL.E-t u~ ~~ P-Io Z <J) 3: {f} E 0 ~ .r! ....-{ ..c ~4-.f .J-,.I X :J roo ~ X~{f} m04-r :::E:...-l U ~ C H Q) ~ (I) e 0 lo-l -.-I ......; ..c: E-tl.j....l ~ XH m :::8 4-li'tl<'J l-i<l)+J ::J~4-.I UJ~ X ro Z m<v.\-J .j...J 0" 4-l ...-lm QJ.,/...J OUl X ((l ::8 tp(l).j....J c: 0'1 \l-l - .-l ro c.w ~en ro S XQ).j.J m 01 4--1 ::8 rO J,.J en W Q.) (I) E tfl ~ -..-I m.G f-I-tJ (f) x m Z ~ o t!) OJ) ro ~ :< 3: [/) nJ01.J.....l :;ErlU 4-1 .j...J ::J o oO~~~~~rloroooo~nmo~~omooowM~NOOroo~o OOMW~OOOO~ooO~~~O~~OWOOOOMNM~~OOO oo~mww~~O~OOO~~rlm~~o~ooorow~~~~oroo OO~~NN~~OOOOOM~O~MMOoooo~~mNMMOOO rl rlrl ~ rlrl OOWN~NOOo~oOO~mM~rlrlOOOOOOO~~rl~~O~O OO~OOroOONNO~OOONro~OMMoOOOO~~~WrlMO<'JO OO~~O~N~O~OOON~NNMMO~OOO~~O~NNO~O ~~~~~~ rl rl~M~ N ~~~~~w rl O~~~~~~rlN~M~rlN~~m~~~~Noro~NNWOOWN~OO OON~M~oo~oomM~wro~~~~~~mO~NNrlO~~~O~ O~rlM~~~~N~~~~~m~N~~rlO~O~o~~ro~~~~N o~~~om~~MoMM~roro~~MM~OOOMW~OO~~~NO~ rlM~~ ~~ ~ rlN~ ~N~OO rlrl .-I oooooroOONO~~~OOo~rlrlomrlO~OOOO~~OOoOO O~OOO~N~roOOrl~OOONMM~mroo~oOO~rlrlrlOrl ONOOO~NN~O~MMNNNNM~rl~MO~OOOMNN~O~ ~~~~~~W~O~rlrlrlrlMn~~~ N ~~~~~~~~ON rl ~ OO~~rlMOOM~MOO~~N~OO~~~OOOOM~MOOMM~ ~~MNN~~NN ~~MNNNNNN ~~NNNNNNN ~~~~rlrlrlrlrl ~~~rl~~~~~ rnOONrlrlrlrlrl~ Offirl ~MO riMO rl~ro m~m O~~ ~~N ~M rlrlN o ~ oo~~roo~oo~ooo~~~oroomoorooo~~~ooo~O~o DOOOO~Orl~M~OOOOn~~~~MMOOOOO~n~~M~ 000000000000000000000000000000000 000000000000000000000000000000000 tf.l..... OJ .So o ~ o ] o (1) f-t ~ ] Q) .b CI) N o o N (Q) 2' ~ C) 1--1 ""-'" :g o ~ bJ) ;::1 -g o ~ '"0 r:= o ~ "'d ~ 1 ..0 U "'d 2 o B o e ~ H 000000000000000000000000000000000 I I I I I I I 000000000000000000000000000000000 oo~~~oooooooo~~~oooooooo~~~oooooo OOMMMOOOOOOOOMM~OOOOOOOOMMMOOOOOO mm~q~ffi~~mm~m~~~~mmmmmffimm~~~~~~~mm m~ ~~~~mmmm mm~m~~~m mffi~ffi~m OO~~~N~OO~~~OO~N~mmNNM~aoM~~rooOrlrlO ooro~~oooro~~~oo~~WW~~~OO~OONm~rl~~O~~ NN~~<'J~~~~~NNN~~~~~M~~mNN~~~~~~~~~ ~~MMqM~NMM~rl~NNNNNN~NNrlrlMMMMMNM~M OOrloroNoa~oorooo~~~M~~~~~OO~~~~~~~~O OONN~NNNNN~OOM~~MMM~Nmoo~~~~~~~a~ OONNrlNNNNNMOOMMNMMMMMNOONNMNNNN~~ ~~w~~~w~~ ~~rlrlrlrlrl~rl ~w~w~w~~~ c o ..-1 -l-J 1'0 rl ~ e -rl en ~~~~~~~~~~~~~~~~~~"~~~~~~~~~~~~"~ ~~~~~x~xx~~~~~~~~~x~~~~~x~~~~~~~~ NNNNNNNNNNN~~~~~~~~~~~NNNNNNNNNNN ~~~~~~~~~~~NNNNNNNNNNN~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ooooooooaooOOOOOODooao~~~~~~~~~~~ oaooooooOOO~~~rlrl~~~~~~NNNNNNNNNNN .-l~~nl'""'lrlrl..--l.-l!'"""""irl ~ ::I o s...... 19 www~~~www~~~~~~~~ww~wwww~~~~wwww~ m~w~~~mmmm~~~~~~~~~~~~oomoooo~moo~~oow ~~~~~~~~~~~~~~~~~~~@~~~~~~~~~~~~~ Ql e n:l z ~~rlN~MaMNM~OW~NM~O~NM~nWrlNM~O~NM~ ZE-111 11~r-11 I IZE-tll Ilrlr-l~ I IZf-l1 I I Ir-lMll I PHQOOUl I I U}U)U)::J.HOOClUlI I cnoompHQQOc.n I I CIlCf.lcn OOOZZZ ~w o~zzz moo omzzz moo ~~ooo ~~ooo ~~ooo ~~~~~ ~~~~~ 0~~~~ 000 45' MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS LINK MAXIMUM CONDITIONS REPORT Max Time Max Max Max Time Max Max Time Max Name Group Simulation flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft INF-l BASE 1QOYR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF-2 BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF-3 BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0&00 0.000 PS1-S2 BASE lOOYR72HR 65.82 2.801 1.616 62.22 3.782 62 . 26 3.754 PSIO-S11 BASE lOOYR72HR 62.20 15.401 0.545 62.20 3.706 62.20 2.588 PS3-S4 BASE lOOYR72HR 3.66 0.958 -0.912 62.28 3 . 7 65 61 .78 4.255 WP1-0FFSITE BASE lOOYR72HR 0.00 0.000 0.000 62.21 3.786 0.00 1.200 WPI-P2 BASE 10OYR72HR 0.00 0.000 0.000 62.21 3.786 62.20 3.745 WP1-Sl BASE 100YR72HR 64.58 5.539 2.461 62.21 3.786 62 . 22 3.782 WP2~OFFSITE BASE 10OYR72HR 0.00 0.000 0.000 62~20 3.745 0.00 1.200 WP2~P3 BASE 1QOYR72HR 0.00 0.000 0.000 62.20 3.745 61.78 4.271 WP2-S10 BASE 100YR72HR 62.20 15~401 0.005 62.20 3.745 62 .20 3.706 WP2-S2 BASE lOOYR72HR 49.06 1~O39 -2.233 62.20 3.745 62 . 26 3.754 WP2-S3 BASE 100YR72HR 100.00 0.484 -0.573 62.20 3.745 62 . 28 3 . 7 65 WP3~OFFSITE BASE lOOYR72HR 0.00 0.000 0.000 61.78 4.271 0.00 1.200 WP3-S 4 BASE 100YR72HR 60.81 12~849 -2.665 61.78 4.271 61.78 4.255 WSll~OUT BASE 100YR72HR 62.20 15~401 0.008 62~20 2.588 0.00 1.200 INF-1 BASE lOYR24HR 13.35 0.709 0.683 13.35 2.674 0.00 1.200 INF-2 BASE 1QYR24.HR 13.31 7.620 7.373 13.31 2.652 0.00 1.200 INF- 3 BASE 10YR24HR 12.97 3.308 3.122 12~97 2.965 0.00 1.200 PS1-S2 BASE lOYR24HR 12.04 2.500 1.835 13~33 2.669 13.56 2.662 PS10-S11 BASE lOYR24HR 13.31 3.771 1.377 13.31 2.419 13.31 2.352 PS3-S4 BASE 10YR24HR 24.08 0.769 -1.108 13~24 2.683 12 .97 2.943 WPI-OFFSITE BASE lOYR24HR 0.00 0.000 0.000 13.35 2.674 0.00 1.200 ~]P1- P2 BASE 10YR24HR 0.00 0.000 0.000 13.35 2.674 13.31 2.652 WP1-S1 BASE 10YR24HR 12.27 3.258 -1.176 13~35 2.674 13.33 2.669 WP2-0FFSITE BASE lOYR24HR 0.00 0.000 0.000 13.31 2.652 0.00 1.200 W P2 - P3 BASE lOYR24HR 0.00 O~OOO 0.000 13.31 2~652 12.97 2.965 WP2-S10 BASE lOYR24HR 13.31 3_771 0~OO6 13.31 2.652 13.31 2.419 WP2-S2 BASE lOYR24HR 6.89 O~053 1.124 13_31 2.652 13.56 2.662 WP2-S3 BASE lOYR24HR 6~89 0.055 -0.061 13~31 2.652 13.24 2.683 WP3-0FFSITE BASE lOYR24HR 0.00 0.000 0.000 12_97 2.965 0.00 1.200 WP3-S4 BASE 10YR24HR 12~73 6.874 -0.350 12.97 2.965 12.97 2.943 WS11-QUT BASE 10YR24HR 13.31 3.771 0.095 13~31 2.352 0.00 1.200 INF-l BASE 25YR72HR 0.00 O~OOO 0.000 0.00 0.000 0.00 0.000 INF-2 BASE 25YR72HR 0.00 0.000 0.000 O~OO 0.000 0.00 0.000 INF- 3 BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PSI-52 BASE 25YR72HR 65.61 2.532 1.668 62 ~ 16 3.518 62.19 3.501 PS1O-Sll BASE 25YR72HR 62.15 13.748 -0.632 62_15 3.450 62.14 2.560 PS3-S4 BASE 25YR72HR 14 .27 0.806 1.130 62 ~ 09 3.511 61.50 3.940 WP1-OFFSITE BASE 25YR72HR 0_00 0.000 0.000 62.16 3.523 0.00 1.200 WPI-P2 BASE 25YR72HR O~OO 0.000 0.000 62.16 3.523 62.14 3.491 WPl-Sl BASE 25YR72HR 63 . 40 4.806 -2.202 62.16 3.523 62.16 3.518 WP2-0FFSITE BASE 25YR72HR 0.00 0.000 0.000 62_14 3.491 0.00 1.200 WP2-P3 BASE 25YR72HR O~OO 0.000 0.000 62.14 3~491 61.49 3.957 WP2-S10 BASE 25YR72HR 62_14 13.748 0.004 62_14 3.491 62.15 3.450 WP2-S2 BASE 25YR72HR 53~75 1.023 2_073 62~14 3~491 62~19 3.501 WP2-S3 BASE 25YR72HR 100.00 0-505 -0.601 62.14 3.491 62 . 09 3.511 WP3-0FFSITE BASE . 25YR72HR 0.00 0.000 0.000 61_49 3.957 O~OO 1.200 WP3-$4 BASE 25YR72HR 60.66 9~927 1.004 61.49 3.957 61.50 3.940 WS11-QUT EASE 25YR72HR 62 ~ 14 13.748 0.030 62 ~ 14 2.560 0.00 1.200 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies~ Inc. Page 1 of 1 4f~ MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS LINK MINIMUM CONDITIONS REPORT Min Time Min Min Min Time Min Min Time Min Name Group Simulation Flow flow Delta Q US Stage US Stage OS Stage OS Stage hrs cfs cfs hrs ft ft ft INF-1 BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF-2 BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF-] BASE lOOYR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PS1-S2 BASE 10OYR72HR 50.01 -1.126 0.000 0.00 1.200 5.23 1.197 PSIO-Sl1 BASE lOOYR72HR 30. 94 -0.759 0.000 30.94 1.199 0.00 1.200 PS3-S4 BASE 100YR72HR 60.73 -9.478 0.000 0.00 1.200 3.66 1. 197 W P1-0FFSITE BASE 10OYR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP1-P2 BASE 10OYR72HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP1-S1 BASE 10QYR72HR 49.06 -1.053 0.000 0.00 2.200 0.00 1.200 WP2-0FFS ITE BASE 10OYR72HR O~OO 0.000 0.000 0.00 2.200 0.00 1.200 WP2-P3 BASE lOOYR72HR O~OO 0.000 0.000 0.00 2.200 0.00 2.200 WP2-S10 BASE IOOYR72HR 0.00 0.000 0.000 0.00 2.200 30.94 1.199 WP2-S2 BASE lOOYR72HR 64.58 -5.257 0.000 0.00 2.200 5.23 1.197 WP2-S3 BASE lOOYR72HR 60.81 -9.747 O~OOO 0.00 2.200 0.00 1.200 WP3-QFFSITE BASE 10OYR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1~200 WP3-S4 BASE lOOYR72HR 100.00 -0.486 0.000 0.00 2.200 3.66 1.197 WSII-QUT BASE 1QOYR72HR 0.00 0.000 0.000 0.00 1.200 0.00 1.200 INF~l BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 INF-2 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 INF-3 BASE: 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 PS1-S2 BASE lOYR24HR 16.50 -0.787 0.000 0.00 1.200 3.91 1.197 PSIO-Sl1 BASE lOYR24HR 25.28 -0.949 0.000 0.00 1.200 12.30 1.195 PS3-S4 BASE lOYR24HR 12.73 -6.870 0.000 2.85 1.196 0.00 1.200 WPI-OFFSITE BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WPI-P2 BASE lOYR24HR 0.00 0.000 0.000 0.00 2.200 O~OO 2.200 WPl~Sl Bl\SE lOYR24HR 6.89 -0.057 0.000 0.00 2.200 0.00 1.200 WP2-0FFSITE BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 O~OO 1.200 WP2 - P3 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP2~S10 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2-S2 BASE lOYR24HR 12.27 -2.969 0.000 0.00 2~200 3.91 1.197 WP2 -53 BASE 10YR24HR 12.73 -6.866 0.000 0.00 2.200 2.85 1.196 WP3~OFFSITE BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP3-S4 BASE lQYR24HR 6.89 -0.060 0.000 0.00 2.200 0.00 1.200 WS11-0UT BASE lOYR24HR 0.00 0.000 0.000 12.30 1.195 0.00 1.200 INF-1 BASE 25YR72HR 0.00 0.000 0.000 O~OO 0.000 0.00 0.000 INF-2 BASE 25YR72HR 0.00 0.000 0.000 O~OO 0.000 0.00 0.000 INF-3 BASE 25YR72HR 0.00 0.000 O~OOO O~OO 0.000 O~OO 0.000 PS1~S2 BASE 25YR72HR 53.07 -1.025 0.000 0.00 1.200 6.45 1.197 PS1O-Sl1 BASE 25YR72HR 100.00 -0.578 0.000 O~OO 1.200 36.51 1.199 PS3-S4 BASE 25YR72HR 60.72 -8.923 O~OOO 4.50 1.196 0.00 1.200 WPI-OFFSITE BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WPI-P2 BASE 25YR72HR 0.00 O~OOO 0.000 0.00 2.200 0.00 2.200 WPl-S1 BASE 25YR72HR 53.75 ~1.036 0.000 0.00 .2.200 0.00 1.200 WP2-0FFSITE BASE 25YR72HR 0.00 0.000 O~OOO 0.00 2.200 0.00 1.200 WP2-P3 BASE 25YR72HR 0.00 0.000 O~OOO 0.00 2.200 0.00 2.200 WP2-S10 BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2-S2 BASE 25YR72HR 63.40 -4~633 0.000 0.00 2~200 6.45 1.197 WP2-S3 BASE 25YR72HR 60.66 -9.002 0.000 0.00 2.200 4.50 1.196 WP3-0FFSITE BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP3-S4 BASE 25YR72HR 100.00 -0.506 0.000 0.00 2.200 0.00 1.200 WSII-QUT BASE 25YR72HR 0.00 0.000 0.000 36.51 1.199 0.00 1.200 Intercoooected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of 1 47 ~ ~ (j') 2 58 D:::cnHcr: ~~~2 ~>--.ow ~~51X E::~u~ 8\!)~:x ~;:;~~ ~ E-dlol ~gSSE1 ~~~~ Ci.l8~w HHIP 8~~~ ~ ~ ~~~ 000000000000 000000000000 m::lro ~o 000000000000 000000000000 o 8""'" o :> rl~~ MMMMMMMMMM~~ ~~~mrn~~~~mrn~ ro H CO ~ rlrlrlrlrlrlrlrlrlrlrl~ MMMMMMMMMMMM Orl MMMMMMMMMMM~ NNNNNNNNNNNN 80 > ~~~ 000000000000 000000000000 mo~ 000000000000 000000000000 ~rlU 000000000000 000000000000 04-1 H~ 000000000000 000000000000 :1 o rl~V,l (lj04-1 J-J....-IU 04-1 ~r;:: H runJN UW~ ml-ltJ-.t 1.1-1~ l-I :J U) Ql())+J C O"~ -.-I ro C.w ~U} m 3:: W tJ'I .j....l m 4-1 -1..J U".l w Ul E $-I .r-! .c f4 Ot ;:i o l-l 19 Q) '0 o Z ~ o ......t +> ~ ,....., ;:I ~ ...-f U) NOOO..nM\DCOL.OO\rlffi\.O r-c-l..Ot..O\.O\"OL.l)L.l)U)U}o::r'o::J'I C'\:IC'\:INNNNNNNNNN 000000000000 000000000000 000000000000 000000000000 000000000000 0'I0'I010\0'I0'I0'I0'I0'l0\0'00\ 0)0)0"10'10"10"'10"10'10)0)0)0\ 000000000000 000000000000 NNNNNNNNNNNN ~rl~..-Ir-I~..--lrlrlrlrlrl o rot-ll){'i')NOCO["-IS)(Y)N OOr--lN(Y)~ll)ll)l.Dr-wO'l O"lO\O\mO"\G\mmmmmO"l O"l ""O\CtlO"IO\O\O'\O'l 0"10)0"'1 tiJ~t:.:ltzJtiJ~fi1~CiI~WW ~~~~~~~~~~~~ [iJ [iJ [iHil W ril W W ~ ~ W ~ E-tE-tE-lE-t~E-lE-tE-tE-tE-lE-tE-i HHHHHHHHHHHH (lJUlOOrnrnOOWU}mmUJr/) r..r....U-l(utL!k.~~tL.4..tL.~ tL.d,t.d~ ~ ~ t,~.d.d,L.d.t.l t.t.. b.. t:.! 000000000000 o:::~~~~~~p:;(t;r:t:P::~ ::I:::c::r::::c::r:tI::::I:::I::C.::c::c::c NNNNNN"lNNNNN t'-t-t'-t-t-t'-t-t-["-t-t-t- ~a:o::;o:::o::o:::c::c::o:::;~c::;a:: )-I)-i>--t)--l)1~~~~)-I)-l>-, 000000000000 000000000000 1"""'ir-lr-lr-lr-lr-l.-lr-lf-lrlrl,--i N....-iO"\OOl..01.OMrlOO'l(")l...O O\O"loomwcooorocor-ror-- 1-l.......l"""irlnr-l.......r-l.....-lr-l~rl 000000000000 000000000000 000000000000 000000000000 000000000000 0'10\0'10\0'1 0"I0\0"l0'l0\0'1 0"'\ O'l 0"\ 0',,]\ 0"\ 0'1 0'\ 0'1 0'1 0"\ 0'\ m 000000000000 000000000000 NNNNNNNNNNNN rlrlr-lrlrlrlrlrlrlrlrlrl OOOr-LOMNOWf-LOMN OOr-lNM"::I"'Li')U1l.Dr-OOO"'l mO'lC5"lO'lO"lffiO'lO'lO"lO\O"'lCll 0"'I0"'10"'10'l0"l0'l0'10"'10'\0\0"'I0'I WW~WWWWWWEilWW ~~~~~~~~~~Ul~ mrom2i@lTlooroCflro~m ~~~~t.tJbJ~~bJbJ~~ 8E-lE-lE-tE-tE-lE-lE-lE-c~(-IE--I HHHHHHHHHHHH WU)[J)C1)CJ)WUJfJ'JUlU)U)U) tLlt...~4.I~t..!~t.,,~t.Lltt..t1.t t:.olv...t1.l!J.Itt.ltLIt.l.ltl./Lt.llLlt:..r:..r 000000000000 o::a:o:;p:::CGO::;ct:o::;o:::~cr:CG ::C::C::C::C::C~::C::C::I:::C::C::C NNNNNC">.lNNNC">.lNN r-r-r-r-c-c-r-r-r-t'-r-r- a::t:GcGO:::;C::;cGP:;c:r:;~p:;o::;p,::; :>1)-1>t>t>-t~~~~>'t)-l)-l U1U11.i)l.!)U1I.O~U')U1I.OU1U1 "'lNC\lNNNNNNNNN ~ o Q) b1) ro ~ o ~ ~ 00.... o Abh o --t o j o d) ~ ~ ] d) .b CI) N o o @ 2 ~ U l--l ........... Q) Ptj o ~ bl) ~ wg o ~ "'0 ~ o ~ "'"d t:1 ro ] U '"d ~ {) Q) ~ o ~ i'-1 ""8 APPENDIX A DESIGN AIDS ATLANTIC OCE.AN -I t -~- I L WE5~ I!'ALM BEACH 9 8 e , 10 H 10 9 . -- FORT -,~~-- LAUDERDALE PRo:r €CT - I-ocnT/OrJ " ~ UN;T = .tHC"tlES - . ~'=~ o 10 20. 30 .. U.E.S 1 8 ~iJO~ ~ /- FIGURE C-4. 1~DAY RAINFALL: 10-YEAR RETURN PERIOD C~6 J~II -[ ATLANTIC () OEA"~ ( " t --t------ L- JUP1TER 13 WE. S"r PALU BEACH F'8RT 14 L.A DEfI;OALE. 13 12 II . U loAM 1 fj(toJ'"€"C: 7 L oCIJ TJa,J " II P _UNIT z INCHES /. II ~~fl~ ... l~~~ FIGURE C-8. 3-DAY RAINFALL: 25-YEAR RETURN PERIOD - o 10 -20 ...11. ES I 30 C-10 A.. T L A. N T J C OCEAAT --i- t L_ JUPITER IS WEST . PAL~ BEA.CH '6 NAPL.ES SS 20 22 BOCA. RArON 2"2 20 18 L~8SlROAt.E Pf2.:0:r G C, /"OC,9 T J()rJ UN IT ; INCHE.S FIGURE C-9. ~. 16 14 ~~O~... lp . 3-0AY RAINFALL: 100-YEAR RETURN PERIOD - D JO 20 M JLES 30 C-11 625-040-205-a Page 52 of 98 Table 5-7 DEFINITIONS OF FOUR SCS HYDROLOGIC SOIL GROUPS Hydrologic gQll_~[Q'yQ __-_-------------Qgfini119D----------------- A Low ,Runoff Po tent i a 1 Soils having high infiltration rates even when thoroughly wetted, consisting chiefly of" deep, well-to-excessively-drained sands "or gravels~ These soils have a high r~te of water transmis5ion~ B Moderately Low Runoff Potential Soils having moderate infiltration rates when thoroughly wetted and consisting chiefly of moderately deep to deep, moderately fine to moderately coarse textures'- These soils have a moderate rate of water transmission.- c Moderately Hioh Runoff Potential Soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedes downward m6vemen"t of water, soils with moderate fine to fine texture, or soils with moderate water tables. These 50ils have a slow r"at~ of water transmission. o Hiah Runoff Potential Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay, soils with high swelling potential, soils with a permanent high water" table, soils with a clay pan or clai laye~ at or near the surface, and shallow soils over nearly impervious material. These s6ils have a very slow rate of water transmission. Reference: USDA, SCS, NEH-4 (1972). gnR299b"/06d 625-040-20S-a Page 53 of 98 Table 5-8 SCS RUNOFF CURVE NUMBERS FOR SELECTED AGRICULTURAL, SUBURBAN, AND URBAN LAND USE Hydrologic Soil Group Land Use Description A B C D Cultivated Landa: Without conservation treatment 72 81 88 91 With conservation treatment 62 71 78 81 Pasture or range land: Poor condition 68 79 86 89 Good condition 39 61 74 80 Meadow: good condition 30 58 71 78 Wood or Forest Land: Thin stan~ poor cover, no mulch 45 66 77 83 Good cover 25 55 70 77 Open Spaces, Lawns, Parks, Golf Courses, Cemeteries: Good condition: grass cover on 75% or more of the area 39 61 74 80 Pair condition: grass cover on 50% to 75% of the area 49 69 79 84 Poor condition: grass cover on 50% or less of the area 68 79 86 89 Commercial a~d Business Areas (85% impervious) 89 92 94 95 Industrial Districts (72% impervious) 81 88 91 93 ResidentialC: I · d Average lot. size Average % mpervlous 1/8 acre or less 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 Paved Parking Lots, Roofs, Drivewayse: 98 98 98 98 Streets and Roads: e Paved with curbs and storm sewers 98 98 98 98 Gravel 76 85 89 91 Dirt 72 82 87 89 Paved with open ditches established)f 83 89 92 93 Newly graded area (no vegetation 77 86 91 94 aFar a more detailed description of agricultural land use curve numbers, refer to Table 5-9. bGood cover is protected from grazing and litter and brush cover soil. cCurve numbers are computed assuming the runoff from the house and driveway is directed toward the street with a minimum of roof water directed to lawns where additional infiltration could occur. dThe remaining pervious areas (lawn) are considered to be in good pasture condition for these curve numbers. ern some warmer climates of the country, a curve number of 96 may be used. fUse for temporary conditions during grading and construction. Note: These values are for Antecedent Moisture Condition II, and Ia = 0.28. Reference: USDA, SCS, TR-55 (1984). gnR299b/06e Topic No~ 625-040-002-8 Drainage Manual Open Channels October 2000 for Artificial Channels Channel Linino Bare Earth, Fairly Uniform Bare Earth. Fairly Uniform Dragline Excavated Dragline Excavated Channels not Maintained Channels not Maintained Maintained Grass or Sodded Ditches Maintained Grass or Sodded Ditches TABLE 2.1 Recommended Manningfs HnllValues with Bare Soil and Vegetative Linings Description Desion unu Cleant recently completed Short grass and some weeds No Vegetation Light Brush Dense weeds to flow depth Clear bottom, brush sides 0.022 O~028 0.030 0.040 0.10 0.08 Good stand, well maintained 2 - 6u 0.06* Fair stand, length 12ft - 24u 0.20* * Decrease 30 per cent for flows> 0.71 depth (max flow depth 1.5') TABLE 2.2 Recommended Manning's tin" Values for Artificial Channels with Rigid Linings Channel LininQ Concrete Paved Concrete Paved Concrete Paved Concrete Paved Asphalt Concrete Asphalt Concrete Description Desion '''n'. Broomed* "Roughenedft - Standard Gunite Over Rubble Smooth Rough O~016 0.020 O~020 0.023. 0.013 0.016 *This is not the standard finish and must be specified when used (see Section 5.24-7 of Standard Specifications) 2-6 APPENDIX B DOUBLE-RING INFILTRATION TESTS 5E5' Ccu!\try ltJkes O:j.Je . Foil Myers, FL 33905 (239} (109'l.g3 . {239) 4S9-3~ 35 (fax} DOUBLE RING INFIL TRATI.ON TEST (ASTM 0-3385) Client Name: Q. Grady Minor & Associatesl P.A. Project Nam e~ Mateo I sland Airport Project Num ber: 08-0913 Date: 23 December 2008 Test Location: DR-1 Technician: Bob Lainko , Cameron McNabb Elapsed Volume of Volume of VQ~ume of Volume of water Tes{head Inner Ring Ou ter Ring Increm ental Incremental Time wa ter added to water added water added added to outer Oia meter OiameLer In fi I tra t ion In fi1 t ra H 0 n in ner ring to outer ring to inne r ring ring Rate: Ra te: Inner Ring Annular Area (minutes) (mil (ml) (in3) (inJ) (in) (in) (in) - (infhr) (inihr) 10 20 200 1.22 12.20 6 12 23.5 0.06 0.23 - 20 40 250 2.44 15.26 6 12 23.5 0.13 0.29 30 20 400 1.22 24.41 6 12 23.5 0.06 0.46 40 20 500 1.22 30.51 6 12 23.5 0..06 0,57 .. -. ...-....... - -- ........ - - ~ n Avg 0.32 1 .. .. .. - - . -.- . . -- -- -. ..l ~ QJ ......, ro ~ c 0 ~~ {1J 1".., ...-.. ~ l0- t;:: .J::. C ~ C CO - +--' C aJ E OJ I- U c: . -,-.. I nner R~ng ----*- Annuiar Area I.. -- - - ..- I . .uU .t n_ .--.. ..... -. . .-. ._~.& .. o ,.. _n ..-.-..--- .......-.-. .... . n.. "!' ..-"-. o 10 20 30 40 50 Elapsed Time (minutes) .._..~ _ .~. I~" I . "'f'~.".. .. I . r-''I'--...-------..-.- . ............. ...__.. __ _ . _"' -... -~-~~-- ... - -~. ....... -..,. --....--. ~.. I r -r -...... . - - r.-.. -- ...... ------ ... ...~~--- r Res pectfuHy s t:tHl1 iUed, GFA INTERt\IATIONAL. ItJC. CA# 4930 ~ .......~. ~~- ~....---~-- :;:::....-.-r::-.-.- ~ -------.----. - /~/ ~~~0~/-\ .' -----::777.. ,/ c:.' -------L I _.~ /-.~JI2/JII2~;;" .../ Chr!stopner J. Pacilto, P. E. P rofess iona~ E ng i nt.'e r # 59445 State of Florid a ;";00,. En'Jiionmen~C:t:1 . Geotecllnical .. COl1slru.:tion Malerrais TesHng .. Spectl1' r~ Thresho(O !nspectiolis · P~un Re'iie-N & Cede Compliance Fl 6rida 's LeacH ng Eng{nceri ng Source WoH'W _ t P.: a m g r a _ ~Co;": l /. C;~ S \ 15$51 Co""l<y l.he. Dri.." · ;:ort ~Iye". h 3~,9G5 (239) ~59~2443 . {239j- ~8~<~<138 (faxj DOUBLE RING INFILTRATION TEST (ASTM 0.3385) Client Name: Q. Grady Minor & Associates, P .A. Project Name~ Marco Islc:lnd Airport Project N urn ber: 08~0913 Date: 2 J Oecembe r 2008 Test LocaHotl: DR-2 Technician: Bob Lalnko! Cameron McNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inne r Ring o ute r Ring Incrementa I Incremental Time wate r add ed to water added water added added to ou ter Dia me~e r Oia meter In fUtraH 0 n In fi Itra ti on inner ring 10 cu ter ri ng to inner ring ring Rate: Rate: Jnner Ri ng An nu lar Area (minutes) (mJ} (ml) (in:J) (in:J) (in) (in) (in) o n/h r) (i nfh r) 5 680 1750 41.50 1 06~79 6 12 23.5 4.41 4~OO 10 380 600 23.19 36.61 6 12 23.5 2-46 1.31 15 340 750 20.75 45.77 6 12 23.5 2.20 1.71 12 - 23.5 2.17 20 430 950 26.24 57.97 6 2.79 25 400 950 24.41 57.97 6 12 23.5 2.59 2.17 30 390 800 23.80 48.82 6 12 23.5 -- 2.53 1.83 35 370 875 22.58 53.40 6 12 23.5 2.40 2,00 1-------------- ....................---............ ....... .....,_~..........- -~ -- . - -- Avg 2~20 - _. - ~ ... - - II ~ I _ I . I ~ . Q.) 5 ......, rn CL 4 t: 0 +:i ro 3 t.-.. - ;t:: I- \,f:: ..r: c -- c ~ - 2 ....., C <1.l E 1 QJ l- U C 0 0 ...... ...- Inner Ri ng -. ~ - ~..... ':"r. I I -*- Annular Area ........ \, \. '",; " ...-. - - --......."........-- ........... ..'. .h._... ..-.... '. _"_'. .._...._.. ....... -.__..:... L.... -, { ----*-------~i_~:!:: ! i ! . ... -. -.., --.. --... .~ - - -,.. . -. ,. . -t . ~.. '. , - - - . i. 10 20 30 40 Elapsed Time {minutes} RespecffuHy Sll brniU8j. GFA INTE~NATI()NAL~ lNC. c::.~ ~~};-_..;-;:;_....._~~;~~~~~: ~---_.._..-.~--., - - ~.....r /~ ....-:s.!:...~7~?- ./~l ~,.... // ~~~>-.~ ~~~_.--/? j / _.:;??/ ~~ \.- /~..../ - --~ /7. \...---...... ~ /' Ill} ;/~GM/ Chrislupher J. PO:;~i'Ol P.E. JJfofes~jonal Engin~er # ~9445 Sta te ot := lorida , -- - ~ ...-..-.: Eq..irnr.m!:lntar 4 GL"O~Ll-(hr,lc(.!.l . C0ns~ru~tiDn t..~(Jter:a;s Te5tlng " Special & Threshold lnsp=c~ions . P~an RCVI~W & Code Compriancc Florida's Leading Engineering Source IN,^'V.' _ ~ e a mg (a.. ;;om lfC 5851 CV'J:ltry La~~e s Of iv~ . Fc~1 Myers, F L J 3905 (Z3D)48H443 . (239) 489.3438 l:8Xil DOUBLE RING INFILTRATION TEST {ASTM D-3385} C Bent Name: Q. Grady Minor & Associates, P -A. Project Nam (?: (I./~arco Island Airport Project N urn ber~ 08.0913 Da te~ 23 Decem ber 2008 Test Location~ DR-3 Technician: Bob lainko I Cameron McNabb Ela psed Votume of Vol ume of Volume of Volume of water Test head Inner Rrng Oute r Ring Increm ental I nc r~men ta r Time water added to wate r add ed water add ed Ddded to au let Diameter Dla me te r I nfil tra Uo n J nfi Itrati 0 n inn er ring to oute r rin 9 to snn er dng ring Rate: Rate: rnner Ring Annular Area (min utes) (mil (mn (jn:J) (inJ) (in) On) (in) (infhr) (i n/h rt 10 440 1825 26.85 111.37 6 12 23.5 1.43 2.09 510 1750 31.12 106.79 n 12 1.65 20 6 23.5 2~OO 30 600 1850 36.61 112.89 6 12 23.5 1.94 2~11 35.39 23.5 ........... 40 580 1775 108.32 6 12 1.88 2.03 50 480 1800 29,29 109.84 6 12 23.5 1.55 2.06 60 530 1800 32,34 109.84 6 12 23.5 1.72 2.06 70 440 1700 26.85 103.74 6 12 23.5 1.43 1~94 80 460 2100 '-28.07 128.15 6 12 24_5 1.49 2.15 ...................... '-1---' ............. ~ ..........--... ~ Avg 1.82 t t r Q.) r ~ i~ ! c o :;:; ro L.. ==l:" U:::.r: Cc 3 ..,-,-... ~ J ~ l i , I *---~ - . · -.'-".. "1---.- - "".1 ~ - ;:K "* . ' . ' " ' - ~ . ...- ,-_.., ~,..""~'. - - - 'm -., .~ Un ~ A ~..... .... 2 p{ i l i I 1 ..~---.- . . ~ _.-...~ -...~, . ~,,~-. co +' .t: (1) E <1J \- (.) C -j .,. " . .. .'1"" ... .Y..-. r .4 lnner Ring ~ ! -3*- Annular Area I L.-.., -.....- -. ,. .jU -- . - -... -.. .-'.d_. -i ,. .__m.- I .. ._.____..._~~r...-,.-" ...... r - ~ l t o -j-'.--. ,- o 50 60 - ..-. '. .---1----- .-.- -.-, --- - - .-. ~ - ,.,~., i". .,_._.u.__ -~- ...-..-. -.1 . 70 80 90 40 10 20 30 Elapsed Time (minutes) /'/ Res pectful Iy su bmi I ~e d, G F A ~NrtR~A TJO"NAL. ~NC;. CA# .~ 93d _._-. .=-..-r~':': ~ ...-:.-;r;f;~:;if;7=.--:::?-) .~-~....~~,,/"/ //.--- // / ?:/.-... .~... 'j:;.r/ c...."'---- ,/ .__.-".. Y - I 2 ..~ lj."JN"I:\ C---- . ./.) ':"~I~.:.. Christopher J. PadUa. P.E. Professional Engineer #- 5R445 S tale of F~o6d a Er.V[(O[l!:lental . Gt.::-te c.h:"lica! ., Cor,sl ~lir.ti(jn r...h1.lerf2.ls T ~sting ,. Special S Thre;~o;d Ins peci1oll!:; .. Plat. RC'.Iiew l't Code. Cc mpliance Fla rlda's Leading Engirl eer{n 9 Sourc 0 W JNI _ ~e ~ ~g r a, GO {O 4'l'- 15851 Country Lakes Dr;". . FO,1 M~.;s. fL 33905 (;:39, .103-2443 . i23S) 45-.-3~38 (fa'j I DOUBLE RING fNFIL TRA TION TEST (ASTM 0-3385) C Ii e n t N a me: O. Grad y r,,1 i nor & As sod a tes, P _.A. Project Name: t\r~arco island Airport Project Num ber; 08-0913 Date: 23 December 2008 Test LocaUon~ DR-4 Technician: Bob LDinko j Cameron rVlcNabb EJapsed Volume of Volume of Volume of V oturne 0 f wate r Test head Jnner Ring Outer Ring In c rem en ta l Incre mental Time wate r added to wa ter added wate r add ed edded to outer Diame ter Diameter In fiJ tra tion J nfUtratio n inner ring to outer ring to inner ring ring Rata: Ra te : tn ner Ring Annular Area (minules) (ml) (ml) (in~) (i n:i) (in} On) {in) (infhr) (i nlh r) 10 10 300 0.61 18.31 6 12 23.5 0.03 0,34 20 10 150 0.61 9.15 6 12 23.5 0.03 0.17 30 20 150 1.22 9.15 6 12 23.5 0.06 0.17 0.61 -- 6 23.5 0.03 40 10 200 12.20 12 0.23 - ... -, ~ ...........-------........, -........... -- ~- --~ ..--.....-.-- 1 Avg 0.13 1 -I . - __~._.. II. II ~...__..... I.. r~. I .. i ,.,. .. " ,.."..! ~ .. ".,..,..- . ~ tnner Ring ~ ~ .~.~.~nular Area.1- . . I I ! a> -+-t (U 0:::" c o ~ ro '- :t:"C' t+=J:: C'2 rn ....., C Q) E OJ s.... tJ C [ ~ i I I o --1---. --....-- - r -.- -- -..." ,.... _.,~. f j . - .. -- - - --.L .,.. .... -... .!. .._. _ _ __ .. .u__ _ _._,. . -_.,... __- _ ----.l.-.'n -._. _.~ .. .., .- -. ._'. o 10 20 30 40 50 Elapsed Time (minutes) L.. Respectfully su bmHted, GFA rNTERNAllONALI tuC. CA# 4 ~30 /. L~/~?-;;~~~.~~~'------~ // ~~/ -..... ~' ..../..-. \ .-"/ ~y// ~~.~-""_.L::----'./ ,) . /' /..y/;::' ~------._' ~/ ~...... 12/Jlj2(;Or.. Chds~opher J. Pacitto: P.E_ P ro{ess iar: (J l E ng i nee r f.i 5 9"~1 <1 5 State c-f Fior!do' Er'J'''I~O;lr;-lerl~af II Geotechn~cal . Cons~n.:ction Malerials re-sling . Speciaf .:. Thres.hold ~nspection$ . Ptan Rsvie'.A.' 8, Cc-de Compliance: Florida"s Leading Engineering Source ....Nr...'Jea mg ra_CDm y(3. 15851 Coufll(,lakes l.)';\'e . Fort MV.... F l 33905 (239) il 89.2.:l4 3 . (239) 409<~4 30 {f ~x) I DOUBLE RING rNFIL TRATION TEST (ASTM D-3385) CHent Name~ Q. Grady Minor & Assodatesl P.A. Project Name: Marco Island Airpor1 Project Numbec 08-0913 Date: 23 Dece mbe r 2008 Test Location: DR-5 Technician; Bob lainko I Cameron McNabb Efapsed Volume of Volume of VoJume of Vol ume of wa fer Test head Inner Ring Outer Ring I nc remen ta I rncremental Time water added to wale r add ed wa leT added added 10 0 uter Oi a meter D~a meter Infiltration t n Ii I tra ti on inner ring to au te r ring lo in ne r ring ring Rate: Rat€ : Inner Ring Annular Area (minutes) (ml) (mO (in:' ) (in:!) (in) (in) (in) (i nlh r) (In/hr) 5 750 2450 45.77 149.51 6 12 23.5 4.86 5.60 10 790 1725 48-21 105.27 6 12 23.5 5.12 3.94 15 860 1425 52.48 86.96 6 12 23.5 5.57 3.26 20 230 1750 14.04 106.79 6 12 23,5 1.49 4,00 25 230 1650 14.04 100.69 6 12 24.5 1.49 3.37 30 30 1850 1.83 112.89 6 12 25.5 0.19 3.41 35 10 1800 0.61 109.84 6 12 26.5 0.06 3,01 40 10 1750 0.61 106.78 6 12 27.5 O~O6 2.67 ...............-...... ..._.......... -+-........ - - ......_~~ . - Avg 1.37 6 ! c1) +-' ro C( r: o ~ ro 1-0 ~~ ~J: C:7: -00- ot-' c: <U E OJ '- () c: i 5 i- 1 J 4 -I 1 3 -I 2 -I 11 I o .!.....-. -.- -. _,......_____n__ ----.-.';... -.-... ,..--- ,- .. .. ~ ._~. .", .. \ .\ \, \ \~~ i I ., , I - . "--I" - - -....- - . ... _ - . - .J. . - .." .... .., ...._ . _ A-- r nner Ring -----*- Annufar Area \.. \ \ \ \ I t- ..-, --'. n_ ..----- . ..............." I : .., . _1_ - ---- -- .--. -...- -- - - - - -.. .-~.., >t-:-~--_:::: -"'-'--=',. "-,,,~,,,-~J _m.__ - -...-. .... ___u____ -..! I . I I i I ~.. o 10 20 30 40 50 Elapsed Time (rninutes) Respeclfl.ll:y sub;niaed. GFA rNTERNA nONAl'.l lNC. CA# 4930 ,~_~ ~- .' - -. -. -~..-- ~-.~,_ _.... ~/-;./-~~~ 7~----. ,.-...~;j::.:r;7~~:;"'...7 -'-~ ~- ) ..,~"/.. ,_. // ~--- ..... ./ ..a!-.-" ,/..//~~?",", c__--.......-......'... 7 - .c;:// ~ J l/J J!Zootr C~ristopher J, Pf,(;iUo, F_E. Professlon3J Engin 8er #- 58 t1.~ 5 Sta ~9. of F! or Ida Ei,.;'.-unriien;al ". Geotechnical. CO;is!rvctlon r~~aterials Testing. Special & Threshold IIlSDCC~!Ons . Plan Review & Code Complian r:e Florjda's leadrng Engrneer~ng Soun:-a ','/W-N.te a mgfa.ccm 4~ APPENDIX C FEMA FLOOD INSURANCE RATE MAP g~ Q ~ We < :it: . g:; DII!IBIlII!I!m II.L. o o --II LL.. '-' ;::::( o~z U~2 u::i~ ZW CLU C-~ - · r~~~~~Jr - Z CC w @~;;J''':- ~ :J. => (f'J 0 ~-!-~~ :I Qi?~:s;; 2 w'~. ....., I- iif 61.;-i?::~~~~~..~ .... ~ ~~~ 1~..11 \ ~ APPENDIX D STORM SEWER CALCULATIONS II I N I cl c: } I I >- f-U -W ~E >- ~<ioo ).: o::~~ ~ ~<na. ::J ci ~ :Z 8 ~a.:; ~~z C::C1::" 0::: (!) . ill!:> S:oW grnLrl c. ::~ lTIi:ijgoQ CI:tdwiit: ~C)::lW~ Q:r:OE:o ...J o..u -:E 0:: .0 u.. Z IlL 0 ,~ <( -J => OJ ~ ~ z . ~ o :E 0::- o III I- m > .:> ~ ~ww :J:....Iw U.Wz oZ:J >s:~ woo ...J~-.J WOLL ~>C)~ WW6W(f.l ~Lrlg:I:Ul W'-.Jug a..c."ucn ~:C~~ tij~~ ...J...lLL ~w- ..Jlt- <(aU) I--zu.. ~~~ 0::: -l <eLL Zu..- 00'" ~zu. 5::18- cO:: < ~ I-u. ZLL.- UJo(l) :2zLL. ~::l~ u~ ! ~ ii5 z W l- X W Z o e:::: c. <( o z < .... >- >- ;;!~- ~ u.. fj5 ~ :> ~~- ~ ~~s td ;: 2: ::i ~q:z~~ ~ F~-~~ ~~ g8. ~ o <( o 0::: ~LLUZ 0;1:- 8~ l- et: o a.. a::: <( LU > i= ::l U W X w a z <C ..J ~ B ~ :E ...J !~< cn~~ I ~ ..:-1:-,.l.. I ~ ...:.:f.: ..:.r :. .':"::. :: :.N N ,'u,' ..~ Q') '(g. ... .~: ~ .:lii........ :. .:.... ':::::::':':::.:': .... ... ")..::.: ... .+ ..+ .'+...' ... ;I~:. I.. ~~~~~~~~~~~~~~~~~~~~~g~~ ~ffioo~o~~o~Qdccici~~cici~ci,g~~ . .. .. .. ...'. .:-:.: -::: f.; ~ .. . ..-' N.:: ('('J . N W 0..- o~ ..J~ (/) It) ~ ... :.<b. :f>. 'If"'" ~ . ~.~ ~ ::. ::.~:::. .:: M :~:. .... ....:. Lt) to o 'C' .... . . roo.:. . . : .'::: ~. :.::: . .:: :\:.:'.\.: Jl';I <=1: ... . \'11'... .: ;..;. '.:::. "l""" 'If"'" a.. ' a..: ~ 0 . :.;t.o e::: . . .....,0:: ~ :....::g... M ::.~:..':. ....; ....:.. ~ '::::::~...:' ':'.::.' .:. I I . ."':.1-:-:.:t ..:.. I 1 :.r ~l':. 'If"'" ~ M N 0.. .. .~.~ vt) lMl" oc .IT:tr: "lit a... : :.:. . .:. Q:. N 0 ..:.~.Q cr: u. ....~ . . M :.~ U') It) M :'... 51.: :~. M :0- ~ ~. M .~.. o l() o .. ~ :.>.~..::: ~ Q".. . 9 .. ~::.:'.: ...Jt=" -.JW <w u..~ ..: '.':. I'::: . .. .. ." ... w~~~lb'b~~~~~6MQQ~6o~~~~6o ~~~~~,N~~~~~~~~~~~~~~~~~~ ONN~I~~QNN~~~OOOOm~OMMQ~~ ..: :':: :.:.:.. :.:.> ''',.. ...... ..; 1<.:: :'. ... ... .. ~~o~~'~~mC~,~bMOQ~"~~MOQ~o6 ~~ci~~~~~~~~~~~~~,~~~~~~~m M Q . ~ ~.:~. M 0 cr .~.' ~ :'.' M Q . ~ ~. ~. M 0 't;" ~ '..~ ::! . .:.. I.":: :..:. .::. :... .o.. I:": ..... . '.. ..: .'.o .... .. +. .. .. + I ... .. +..... . ... ... .u. ... I... ... . ~~~~~e~2~~gS~~~~~gm~~~ga ~N~~9~MM~~~~MQ~~I~~M~N~~~ :,:. .:...~ .:.. ::-~.. .:.:: .:-; ::: I :.:-:. I'.:..: ." ','. '.. + ,..... . ,..'.. ........+ ....'. ....... + ,.. ., . ,': ': .::::: :.:: :.::. :~.::::~\J~ ~ ::::;.:.::~.:.:::..:::~.::. ~ :' ,).8.':':::::. m ~'.~ __ ~-~ __. ~;~ M. :.:';: ~.::.: ;.; M ....:. ..:. .:: ::::::::':. :::.: :.::::. . .::: e:::: We ~z ow ...J cc WCI a..z a.w ~ L() c ~ 0- N ot:i ..+.: ~ ':.::'. . .; N.. . .. ::/>1:.: .. .. + I + 1+ C .0 0 6:.; 0 .. ..,oi::..: o 'C.' C .0 C ..0; .; o .ci..:" ci .'...'. ..~...... : Q .. d':'.'" 'If"'" ... .~:'.'. 't"'" ~., T""''' ..~.:.: .. .,.. ". .. ... '.:.~. ::-\ ... '. ..:.. ..:. Moom~~~oQ~OQ~OO~oo~oo~b~ OOOOOQNOQ~QONCQmocooo~oo ~~~~~e~~~q~~~~~~~~~~~~~~ NQONO~'If"'"OC_oC.OO~?9~OO~~~ W ..~\..~~ W W .. ... .:.: .... ~~ ~~oomoo~oQ~oQwoc~ciomoo~oo <u ~~oc~o~~OO~OOMOQ~QO~QQOOO ~~~Q~ o~~~~~~~~~NR~~~~~~~~~~~~~ ~<~9~ ~NOO~OO_cc.~~~OO~~8~OO~P....Q.~.~. CWQQO ~ WI- o::z tJw U II U ~ :E uOc.J J: ~i= zu- w- -l o .q ~ .~..:. : (Oi. .: ~~ :::.::. Q Q o ".. .0"'. . .0,'..' .: ':.: c':." o ..., <d -r- ......~.. ,,(rJ .- M o N N ; ";'. '. . r!) .. .. Q.' ~ " .. .. .<:it:::. 10 .qo r..: '. :~:': .:. :" ::: : :. .:'.iQ. : It'.t. .f..;:. . o o d :~.: . .. .:~':.. Q o Q T"" "0 0.: 0" ~.::. 00 N ot:i . I..+..~..+..'" _+_~. +. . .. :'. :':.~'~'::.. " :~'...'. '/"~:: ;:':: Ln N oci ... ':'. ::: .:':. .~". :.:.: ....:.~::: :: :.::: :X:.:'. o N -.:i '.:.~~::~:;.): CD In ~ ..~ ~.. . ~... . . . ..gi :. to CD ai N '..,'..,. ..... . . . " :. . ::~. :..~..::::~: ,. ... . :.: . ..: :: ::.:.. ...... :"".'. ~ ~ r--: " .... ... ::.'.......: . :.~.~.::a; ':': ;:': .%:~..: . :... . ::. .':: :.... .' ." ":.::: . :~: :.:': . . 0...... .... :0':'" ::: ~..' .: ~ :':. o o Q ".:C:i:::: Q. :: :~'.'.' Q Q Q '.::0:.:: . 0... '. . Q;..... .;. ..... :.:.:. o 0- o W \0 ~ CD .:. :~. :: : ~.: . CD Ol ai N :.: ':'.: :.:.': .:;:::: ... .. .:.'. .c:.:.: :'. :.: .~.'::~: : .: :.:: ..~: '.: ::'. '.X : : .. : :; . , ... . ..: .::: .~: ::::;: -:r:":'" ... , :':'~~~': ":::: N co ~ .. .'"!::i-': . . ..<.'11 . ...:.0.... "~' . .::.&; .... O:i" en oq- r..: ...... 10 'Illt r-..: . . .1n... :..~:'. ~ o ..,; ....:$:. .. . .~ ".'.o~ ". to Q ~ 'If"'" o Q o :'.\!',: 1l'J ~ r...: :,,'-'::~~( : .:. m;. ~ t;.:- U') "=I" r---: <=I C ci .;: :!: .: CD o ci .:.:.:.!.}::: mOQOQO~OOOOOOOO~OO~Qo60ci 'If'''"COOOO~OOOQQOQC~OC~Coo~o MOOOOQ~QCCCCOOONOOQQOOOQ NcioBO~~oQciciocicici~~~~ooo~d M .. '.~ M .~ '.:~':' .:::: .. N f""- or- .:::.:;~. ... '" CD .~. .. 'T:":. I I . .:. ]:.:. ,:1-:. . :.: ::.::~:':': :: : :::.: : .. ..... .... '. .:. . .... . ::. ; .. :::. :.: : .':. ,':. . . :.':. :':'::' : ::: I : :':::. ':'.: 1.::-....:: ... I" . ..... .::. I:. :.. ". .:: ,::.. "I':.: I.:.:. : ::::.: I ::::.: :. I'.~::: . .. I :::::: I .~:.: : :'. ! ::::,: . +. ::: .... '.::::"::. :.. . .' .... . :.:'. :.. ~ ..:.~..~. ......... I I :. J: ;: f.. : .'.o ..:;. . .. '... . ....:. ..: :::::: .:.::. ... ..:: .:... .~.. . . : :;~:~. ...~ .. . ;. ::::~ ~::;~~. . . .:/: '. . .: . . . .. ~ . . . .. . ..... ... I I :.:.:f.:.:.r.:.:. ...'." ..... ::? :.::':::';:i: .::: ':. ...: ..: .. ..:. . :'. .. "::..: ':-:.; . :: ::::: ":::::: :' ::: . ::}. <:::: ::::::. . :-:.. :.::'. . :.:: .:,:. ..:.. . ?:. .: ::. :,' :~.:::. .,' .,':. ::.. ':::.:. .:::::', :'.:::, . :... ". . .:: ::... ..: .::. .' .:.:' .. :.:. : :.:: ':::'. :.:.~.. :.:.:. :'::.: ::::::; :::::.: , . . . ..... :... :::. '::X:..:::' :::' ..: '..'. :... :. :. :.:.' .:.:::.:. :::.! :,,::.,,: .:.:.: :::. ... .... ..... ..':. . . .:. :. : ....... f::.... . ... .. ::; I ~ ': :.:.t:';:.;J-:.:.: :.:'::::: ":.:.. '?;::~I:}:~j~ +. +. . '. :-:. . .;;: "_.~.: ,~.:-: '::..:. .'.. ',.. ......... .'.'. '::'..:::':'.::' ':::. < ~:: .... ::;::' :: .:: .:' ::: ~. :.: .:~{ ..:..; :;::- ::. .::: ':'::;' ':.:': .. ':::::: .. . :... .:... ... :: .::. ..: . APPENDIX E TRENCH DRAIN DESIGN AND DETAILS fA (.) - n:s (.) >. ... .- (.) n:s c. n:s (.) Q o M C :E ....... C :J: oS: 00 M-I . eLL :to ~::i O:J ~~ .e c> :E::I: t"- CD It) ,,~~~ ~~Q)~ O:u~cb ~zS&:J 0..0_ 'Effie.! :i.s~c OJ s 0 ~.=f .. ..0 ,~~~~: ; ~ ~ ~ ~;...:.;~._::..:~.~... i;:/;I~ ~ ~ ~ ~._: ~ : ._ - ~ I . .. ~ ..... "-. : ~~ .:.~. . ........:~ [\:;;:[!!i ~ ; ~ ~ ::::.,,: : ~ ~.. .:~. .~.~.:....::: . ...~:.. . ..:. "..~ . ~ ::._~- _.~ ": :,: ,'.. : ~l;~ji ~ ~ ~ ~ ~~~~j. x.::;.:~: .:" ~;.-. .~. 1!1!1~ ~ ~ ~ II~;~; += oJ:: m ~ "; .u J: Ii -s Bui.. -ECD ~.s;S Ii ~.s J::0(D (.) 0 Q) ti~e me C) S:J:C _L.:I: ~.e .... 5:-2 :s:;~ G) - · g-M ~ Ui-gfj G) fa U) =Ecp ~Se c~O) cocnc Co :E ~ 0 I- -tIlo 00:: ..c:e...... ......Q)CO g>>sci .!!I-'g ...;.e"C (1)-< ~ i... · .5 ~.; SLn~ ca:C\!"tS mN c ;:: c C'3 o ~ 4t Ciit:E-:., .cG)~= .c1U"'!e a~~rn -8 m"ii d "55~~ iii~m J:;"CU)U) m'c.c GJ .5 g i 1! "g !"'CJ tn Q)~ g':: 'C 0 1- .2 C1f-o."DG) ~g;~ wS-:.-g'Q. 21iico-8 "m<g>E~ CD ......- :::J ..... ~~2E~ rn .! 'E m "E 0 W c 0 GI .- II t-wum:ic ~-r=Nr"i~ui +-- ;c ----... i ':= b N · ~"t""" l en bl c: "2 c: co ~ . ~ 6 ~0 -g :: (t). U) ~ ~ E ffi . ~ 13 .( ! i ~ .Q g. J:: c>> 155co :c ::s...... co C") ra g5~o"~ m~ ~d> 4l::J II II II ~aracU) :i 0:: < ~ w U) w i C) w C :J ...J U ~ b z U) w o c < w a: <C .J c( Z o i= u w en en VJ o D:: U Gi '0 z : . ~ .~~...;.~~.~~: ~./ r":~ k ...:~::.~. -~fl:'.~"... ~.. . ....... ..... .1,~:.:~ ~f~~.: . '. .' ,. ..... ..,: _.,;.::;~:-~;;i:-rOday s Hydraulic Solutions Advanced Buildina Techrloltj'd'l:es.:. ..: z ........ a... ~ ~D WI XU .......Z l.1..<[ DC;') (11.1..&.2; ML::Jo.. ~~z -HU:> tn<rC] ~e;c ~u~ .-:!3 J WZ ..J......... a:. 0.. <to! >Cl CJ::I: LU WZ O!<t ~~ CJ~ Z:::J Oc:91- C Co1" G\r.....M~ '-Q~xw 0"0...... :> .......uoer ((-Z o..r:::Ic "".."'" CO""" ,w ('I)Z . ~.:.,. .~. " . : ., -q . .. . ,... .. . . <.. ...", . 'CI . "! ..~ o 'to.. . . . '9' . .-q. O'Q' . "... . .. :". ~ "'; .' ~.. .,. ..::.0 . "'9 . . . . .: o 'IlII ~ .., ." . '.. .;~ :.. ~. i. .. ...J D!"~ ..... <t Cl<[ ~ ::I:-1 UV) W Z WZ ...J <t -1...... ~ ~a... z <[ <I: a::: >- >0 DI .J <[ ~U ~ WZ Ct:<I: ~"H'; Z D ~ t-- U W C/) L W J- V1 >- '" <=> o (Y) I ~ I ...J <:[ U ......-J D- r r- I- Z et::w <tAl: J:QZI-- WWQ.. ~n..w Ln~1=I :II: :r: (l)U C!~z Cl.W ,~fX v~J- *.z ~l:J c MWn. #..J:::J u~ I d U U III Z o 0 ......+" I- U+> W 0 CI) C :::r t- S.. w >~G l::J tn...... z '-' ~ <=- ct: x ...J L5 ...J ~... Wl.:J r>WlIJ ~ I-..J t!jXc-1 -J.. . .....M> N -' N <t ~ a.,:, et:: ...J ~ <I: I- W ~ 2: W I-- (/) >- C/) o o (Y) ] t=l :c H D300™ Technical Data 09 ~ .,f? \\ 499 mm 19.64 In. DATA . Grate Proof Strength oM 200,000 Lbs. . Grate Open Area - 0.79 Ff21 L. Ft. (61%) . Vertical Grate Restraint · 2,000 Lbs. . Longitudinal Grate Restraint · 10.000 Lbs. . Ralls · 3u x 311 x 5/16" A-36 Steel Angle . Rail Bearing Area · 2,,25 In.2 I L.. In. . For Hydraulic Capacity for specific conditions. Drawings. Specifications, and other Information, go to www.abtdralns.com GRATE RETAINER PIN - FiXeD Galvanized 57mm 2.25 In. 305 mm 12.0 In. GRATE RETAINER PIN · REMOVABLE Stain less 397 mm 15.63 In. . . '4- . >, . tJ ,'. . ...... .q' , '!to . Jj . --l 68.0 L mm Concrete thickness, specifications, and reinforcement per structural engineer's design. (By other) No Float Leg No Float Anchor Slab -DISCLAIMER. The customer and the customer's architects, engIneers. consultants, and other professlonara are completely responsible for the sarectfon. Instanation. and maintenance of any product purchased from ABT. and EXCEPT AS EXPRESSLY PROVIDED IN AIT'S STANDARD WARRANTIES, ABT MAKES NO WARRANTY. EXPRESSED OR IMPUED, AS TO THE SUITABILITY, DESIGN, MERCHANTABILITY, OR FITNESS OF THE PROPUCT FOR CUSTOMER~S APPLICATION. Copies of ABT's standard warranties are available upon request. Trench Forme.... is a registered trademark of ABT, Inc"~ USA Patent Numbers 5.281 t051 5t348t421 5,393,171 5,399,047 5.478.169 5,573,350 5~702,204 5.890.839 Canada 2,080, 136 2~ 131 t866 2,131 ,867 2. 139 ~405 2,139,407 Mexico 189 218 189436 197 851 Other US and foreion oatents nendina. H3-P2-oo-D1 @ , INC. HD300™ Series Trench Former Pre-Engineered Surface Drain Forming System Specification SYSTEM Description: 1. A system of pre-engi nee red components for forml ng concrete cast-i n-place su rface drainage trenchesJ catch basins and utility chases. 2. System: consists of non-CFC expanded polystyrene (EPS) forms; embedded steel inlay rails; legs for align- ment and float control; and grates with anon-rigid J longitudinal restrained, grate retention system. PRODUCT Components: Forms: 1. Forming system: Pre-manufactured using non-CFC EPg foam. 2. Forms: pre-sloped or non-sloped form segments with 2.0 M (6.56 Ft) length standard and 1.0 M (3.28 Ft), or 0.5 M (1.64 Ft) lengths available. Each segment is 305mm (12 In) wide trench with radius bottom and 402mm (15 13/16 In) grate seat width. Invert slope is per application requirement. RaHs: 1. Steel components: Post fabrication hot dipped galvanized 76 t20 mm x 76.20 mm x 7.94 mm (3 I n x 3 In x 5/16 In) ASTM A 36 steel angle rails~ Rail length 2.0 M (6.56 Ft) standard with 1.0 M (3.28 Ft). and 0.5 M (1.64 Ft) long available. No-float feg I alignment I grate retainer anchor lugs are located on 1.0 M (3.28 Ft) centers along the rails bisected by non..removable grate retaining I rail anchoring studs also on 1.0 M (3.28 Ft) centers. Standard headed concrete anchor studs bisect these members providing a rair-anchortng device every 250 mm (9.84 In)~ 2. Grate rails to provide a minimum of 2~25 square inches concrete bearing area per inch of trench length. 3. Grate retainers and rails to withstand the following loads: a. Vertical up - 2.000 Ibs b. Transverse... 10,000 Ibs c~ Longitudinal · 10,000 Ibs 4. Grate retainer performance is not to degrade with service loads or thermal cycling. 5. Galvanizing: ASTM A 123.~89a 6. Steel: ASTM A 36/A36M-93a Grates: 1 ~ Ductile iron: ASTM A 536..84 (1993)~ 2. Grates to have a minimum of 61 % open area and be flush with top of rails. 3. Gtates to sustain a vertical down test load of 200,000 Ibs for 1 minute through a gn by 9" centered contact area without failure or permanent deformation~ 4. Allowable tolerances: Setting -plus/minus 1.5mm (1/16 In) Acceptable Manufacturers: Surface drain system: 1. Trench Former HD300: manufactured by ABT, Inc.. P~O. Box 837, 259 Murdock Rd., Troutman, NC 28166 80043-8-6057 ~ Other quality drainage products by ABT, Inc. ABtiNC. P. O. Box 837,259 Murdo,ck Road, Troutman, NC 28166 S.O.0-438M6057 * 70.4--52.8.-9806 * Fax: 704..528-5478 www.abtdrains.c.om HD / MD / LD SERIES TRENCH FORMER INSTAllATION INSTRUCTIONS . ... r T 1/ t~ld Grade Elevation 1 ~ . i .! J it... ~~ - . A. ; . 1" ~ ; ~~~' . '. .. f@:l~ .~o2:'" ~. 1 .. ~""-;e..~~ .:~:;..2:.:~: T j. ~~.~ ~. ..~) .~ '1..-..'~~1l: ~~_.!1 ---- ..._-.-. --- . -- ~,-~:~~\~... -. --.. --.. ~ ..1' . lor" . ""_. .. ... - ., -- ~~'~ t) ot 1~ EXCAVATION T = per Structural Engineer 2. LEG ATTACHMENT '- ~~~ ~r->-~",--~.V'<.~">'o.".o."'.,._. .. r ~~>.~.--..: " ./~.. J ./....~. .,~..y--................._-~. ___ -r. Jl!taf<-- --.----------===--~;:-----. / . 1~===-==..______ -..----~.--'k,~;Sl FORMER RELEAS~~-<::~..- -- .~~ .<:.:... LABEL r;./'. ~ 4. FORMER REMOVAL AND PREPARATION 3~ RAIL ASSEMBLY 5~ FORMER INSERTION AND NOTCHING FOR PINS 6. CROSS TIE INSTALLATION ENDS OF RAILS AND FORMER ARE FLUSH 7 ~ SUPPORT LUMBER ATTACHMENT 8. INSTALLATION AND ALIGNMENT OF ASSEMBLY IN TRENCH. 7........--o.....~.:;:.:". ~';._- -_.__::~=~.:~~~~ :-<i;J~------- --~ -;<~~-~~,iC~-12~~ 9~ RAIL JOINING 10. END RAIL ATTACHMENT 11. ANCHOR SLAB PLACEMENT 12. CONCRETE PLACEMENT L . . .-: t .. .... ... ~ ~. .... ~ "' ~~~!}.~';:'~:~;:~~;'~'~:1~i"~\1~:':1'~~~);".;;t0.}:t~:, ",j 13. TIE WIRE REMOVAL 14. FORMER CORE REMOVAL 15~ FORMER REMOVAL 16. GRATE RETAINER PIN INSTAllATION ABT, Inc. @ 259 Murdock Road, P.O~ Box 837 ABr1s warrantie.s are void Troutman, NC 28166 if components or instaUation abtdrains.com 1-800-438-6057 procedures are modified. 0- ~~~ ~.~~ ~~': Ci::~ u CI. ~~~ r.~~ ~ a:: >> Q=~ ~ c. li:-c- ~'i~ ..c c.oo ~Q:>> o=~ >< U' w<-o ~ ~.i cr-.JQ:" ~ ~ c. ..c .c ~ '0 .~ -~ - _'~ L ~ ~ :: ~ ;i ; J: ]~ ~ '2c ~ .: m ~ '! "D lII!I ~ '': g E ~~i 2 00 ~ -~ ~ ~ g ': ] ~ g~ .::",: ~ g HhHH :~~ ~;~~ ~ ~~:~€~2i ~~i~ ~~!~ ~!Hln!f CI. -c ...:: v ao Q oj eN ~~:~ o<t:'dU 00 d dl U~ m ::E~: !I~ d.. ;i~ &!! !!1 !i'!ts. ;ii i;i ~~~ = i r' III; ild h~i GFA INTERNATIONAL FLORIDAlS lEADtNG ENGINEERING SOURCE Report of Geotechnical Exploration New Taxiway at Marco Island Airport 2005 Mainsail Drive, Naples, Collier County, Florida February 16, 2009 GFA Project No.: 08-0913 For: Q. Grady Minor & Associates, P.A. . .. i .. 1- . .. - - . . ..-- .-. f!'. .... "..- ~~:i~ll~~~! . Florida's Leading Engineering Source ___L.::lII:i: Environmental · Geotechnical .. Construction Materials Testing · Threshold and Special Inspections · pran Revi ow & Code Compli8 nee February 16t 2009 Mr. Andres Fr Correa, P.E. Q. Grady Minor & Associates, PaA6 3800 Via Del Rey Bonita Springs, Florida 34134 Phone: (239) 947-1144 Fax: (239) 947-0375 Site: New Taxiway at Marco Island Airport 2005 Mainsail Drive Naples, Collier County, Florida GF A Project # 08-0913 Dear Mr. Correa: GFA has completed the subsurface exploration and geotechnical engineering evatuation for the above-mentioned project in accordance with the geotechnical and engineering service agreement for this project. The scope of services was completed in accordance with our Geotechnical Engineering Proposal (P-20-08-0234R3), planned in conjunction with and authorized by you~ EXECUTIVE SUMMARY The purpose of our subsurface exploration was to classify the nature of the subsurface saris and general geomorphic conditions and evatuate their impact upon the proposed constructionA This report contains the results of our subsurface exploration at the site and our engineering interpretatfons of these, with respect to the project characteristics described to us. It is our understanding that the project consists of the construction of a new taxiway and ramp areas at the existing Marco Island Airport. Documents provided to GFA were Geotechnical Exploration Access & Boring Location Plans by Q. Grady Minor & Associatesl P~A. 6 pages~ .dated September 2008 and a Geotechnical Services Scope of Work by URS Corporation dated September 2, 2008. The recommendations provided herein are based upon the above considerations. If the project description has been revisedt please inform GFA International so that we may review our recommendations with respect to any modifications~ The fallowing testing was completed for this study: ~ Six (6) standard penetration test (SPT) borings to depths of approximately fifteen (15) feet below ground surface (BGS): SPT-1, SPT-3, SPT-15, SPT-21. SPT-23f and SPT-25. >> Eight (8) SPT borings to depths of approximately twenty five (25) feet 8GS: SPT-4) SPT-61 SPT-10t SPT-14~ SPT-18. SPT-20, SPT-221 and SPT-24~ ~ Two (2) exfiltration tests: PT-1 and PT-2. > Five (5) double-ring infiltrometer fDRI) tests: DRI-1, DRl-21 DRI-3, DRI-4~ and DRI-5. 5851 Country Lakes Drive ~ Fort Myers, Florida 33905 · (239) 489..2443 · (239) 489-3438 (fax) · www.teamgfa.com FORT MYERS · DELRAY BEACH · BOCA RATON · JACKSONVILLE · ORlANDO · STUART New Taxiway at Marco Island Airpon Naples, Coflier County} Florida GFA Project No. 08-0913 Geotechnical Report February 161 2009 Page 2 of 12 ? Four (4) California bearing ratio (CBR) tests: CBR-1i CBR-3, CBR-41 and CBR..5. >- Fifty eight (58) static cone penetrometer (SCP) tests (muck probes), The subsurface soil conditions encountered in the test borings at this site generaUy consist of very loose to dense sand (SP)~ sand with silt (SP-SM)~ silty sand (8M)! and weathered limestone (WLS) I compressible peat {PT)l and very dense limestone (LS) to the boring termination depths. Please refer to Appendix D - Record of Test Borings for a detailed account of each boring. We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please do not hesitate to contact us if you have any questions or comments~ or if we may further assist you as your plans proceed. Respectfulry Submitted~ GFA International~ Inc., Florida Certificate of J~,utI1orization Number 4930 ~;?Z~~Wk C~her .J. Pacltto, r .E. Professional Engineer # 59445 State of Florida Copies: 3J Addressee New Taxiway at Marco Island Airporl Naples} Collier County~ Florida GFA Project No. 08-0913 Geotechnical Report February 16, 2009 Page 3 of 12 TABLE OF CONTENTS 1.0 INTRODUCTION........ ~ ~., t............................. t................... ~...........,... ,.....,~............... .............4 1. 1 S co pe of Servi ces .... . . . . . . . . . . . ~ . . . . . . , . . . . . . . . . . . . . . .. . . ~ . . . . ~ . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . ~ , · . · · . · · · ~ · · ~ · · .4 1.2 P roj ect Des cri pti 0 n . . .. .. . . . . . . . . .. . . . . . . . ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . · . . . . .4 2.0 OBSERVATIONS...~.............~. t........ ~............. T..'.. ,.................................. ....... t........ ~......... ."...4 2. 1 Site Ins pe ction .................... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · · . . · · · · · ~ · · t ~ . .4 2.2 Field Exp loration ................,.., ~ ... . . . . . . . . . .. .. . . . . . . .. . . . .. . . .. . . . . . . . . . . . . . .. . . . . . .. . · · · · · · ... · · · · · · · · ., ~ · . . . · . . . . . . . .. . ... 5 2.3 La bo rata ry An a I ys is. . . . . . . . . . . ~ . .. . ~ . . . . . . . . . . . . . . . . . . . .,. . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . · · · · · · · · · · · · · · , t, ~ · · · · · · . . . . . . . . . . . · 5 2.4 Geomorphic Conditions....... ........ .............. "'" ,...................... ,...... .................... .............. ....6 2.5 Hyd rag eo I og i ca I Con diti ons. . H'" . ..... . . . . . . . . . . . . . . . . . u . u,.. . , . . . . . . . , . u . . . . . . .. . . .. . . . u . . . . . . . . . · . · .. · · · · · · · .. · · .. .. 6 2.6 Exfiltrat ion T esti ng. . . . . . . . . . . . . . . . . . H . . .. . .. .. . . . . .. . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . u . . . . . . . . . . . . . · . . . . · · . . · · · · · · · .. · · , 7 2~ 7 Double Ring Infiltration Tasting liP................ II....... "'" "' .. .. ........... u... ..... .......................... 7 2.8 S t 8 tic Con e Pen e t ro met e r T est in 9 ( M u c k Pro bin 9 ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . .. . · · · · · · · · · · · · · .. · · · · · · 8 3.0 ENGINEERI NG EVALUATION AND RECOMMENDATIONS.....p a.. u......... u un... H.... II., ...... 8 4.0 REPORT LI MIT A TIONS.............. ............ t t.................~................~........... ......... ....... *............ .11 5.0 BAS I S FOR RE C OM MEN DATION S u ~ t . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . - . . . . . . . . . · · · .. · · to · · · .. · · · · · · · · n · · · · · . t . .. . ... 11 Appendix A - Vicinity Map Appendix B - Test Location Plan Appendix C - Legend of Test Symbols & Notes Related to Borings Appendix D - Record of Test Borings Appendix E - Discussion of Soil Groups Appendix F - Double-Ring Infiltration Records Append;x G ... Static Cone Penetrometer Records Appendix H - California Bearing Ratio (CBR) Test Reports Appendix I - Important Information About Your Geotechnical Engineering Report by ASFE New Taxiway at Marco Island Airport Naples! Collier County; Florida GFA Project No. 08~0913 Geotechnical Report February 16, 2009 Page 4 of 12 1.0 INTRODUCTION 11f 1 Scope of Services The objective of our geotechnical services was to collect subsurface data for the subject project, summarize the. test results, and discuss any apparent site conditions that may have geotechnical significance for building constructioQ. The fol1owing scope of selVices are provided with i n th i s re port: 1. Prepare records of the soil boring logs depicting the subsurface soil conditions encountered d u ri ng 0 ur fie Id exploration. 2. Conduct a review of each soil sample obtained during our field exploration for classification and additional testing if necessary. 3. Provide an analysis of the existing soil conditions with respect to the .proposed construction. 1.2 Project Description It is our understanding that the project consists of the construction of a new taxiway and ramp areas at the existing Marco Island Airport Documents provided to GFA were Geotechnical Exploration Access & Boring Location Plans by Q. Grady Minor & Associates, P.A. 6 pagesJ dated September 2008 and a Geotechnical Services Scope of Work by URS Corporation dated September 2~ 2008. The recommendations provided herein are based upon the above considerations. If the project description has been revised} please inform GFA International so that we may review our recommendations with respect to any modifications~ 2.0 OBSERVATION 2. 1 Site Inspection The recovered samples were not examined, either visually or analytically~ for chemical composition or environmental hazards. GFA would be pleased to perform these services for an additional fee, if required. 2.2 Field Exploration The following testing was completed for this study: )- Six (6) standard penetratio.n test (SPT) borings to depths of approximately fifteen (15) feet below ground surface (BGS): SPT-1, SPT-31 SPT-15r SPT-21, SPT-23, and SPT-25~ ~ Eight (8) SPT borings to depths of approximately twenty five (25) feet BGS: SPT-4, SPT-6, SPT-10, SPT..14, SPT..18J SPT-20, SPT-221 and SPT..24. )- Two (2) exfiltration tests: PT-1 and PT-2~ New Taxiway at Marco Island Airport Naples, Collier CountYI Florida GFA Project No. 08-0913 Geotechnical Report February 16, 2009 Page 5 of 12 ) Five (5) double-ring infiltrometer (DRI) tests: DRI-1. DRI-2, DRI-3, DRI-4t and DRI-5. };> Four (4) California bearing ratio (CBR) tests: CBR-1, CBRM03, CBR-4. and CBRM5. )- Fifty eight (58) static cone penetrometer (SCP) tests (muck probes). The locations of the tests performed are illustrated in Appendix B: "Test Location ptanH. The SPT boring method was used as the investigative tool within the borings. Penetration tests Were performed in substantial accordance with ASTM Procedure 0.1586, UPenetration Test and Split-Barrel Sam piing of Soilsu. This test procedure consists of driving a 1 .4~inch I. D. split-tube sampler into the soil profile using a 140-pound hammer falling 30 inches. The number of blows per foot, fo r the s aeon d and th i rd 6~i nch in crem e ntl is ani nd icati on of so i I strength ~ The soil samples recovered from the soil borings were visually classified and their stratification is illustrated in Appendix D: IlRecord of Test Boringsu. It should be noted that soil conditions might vary between the strata interfaces, which are shown. The soil baring data reflect information from a specific test location only. Site specific survey staking for the test locations was not provided for our field exploration. The indicated depth and location of each test was approximated based upon existing grade and estimated distances and relationships to obvious landmarks. The boring depths were confined to the zone of soil likely to be stressed by the proposed construction and knowledge of vicinity soils. 2~3 Laboratory Analysis Soil samples recovered from our SPT tests were returned to our laboratory where they were visually examined in general accordance with ASTM D-2488. Samples were evaluated to obtain an accurate understanding of the soil properties and site geomorphic conditions. After a thorough visual examination of the recovered site soils, four (4) laboratory tests were performed to determine moisture content and organic content. A summary of these tests is presented below and indicated on the individual boring logs presented in Appendix 0: "Record of Test Boring sn . Boring Sample Moisture Organic Number Depth (ft) Content (0/0) Content (%) B~3 2-4 165 17.5 8-6 2-4 325 58.0 8..22 6-8 425 52.6 8..23 12 - 15 145 23~9 Bag samples of the soil encountered during our field exploration will be held in our laboratory for your inspection for 30 days and then discarded unless we are notified otherwise in writing~ Four samples were obtained for California Bearing Ratio (CBR) testing in accordance with ASTM D-1883~ The samples were obtained from the ground surface after any vegetation I top soil was scraped away. The samples were tested for CBR at optimum moisture and maximum dry density. New Taxiway at Marco Island A;rporl Naplesl Collier CountYJ Florida GFA Project No. 08-0913 Geotechnical Report February 16J 2009 Page 6 of 12 Sample Optimum Moisture Maximum Dry CBR Number Content (0/0) Density (pef) Value CBR..1 13.7 102.8 18 CBR..3 13.8 107.5 43 CBR-4 12.0 114.6 39 CBR..5 11.9 116.6 34 Please refer to The locations Appendix H: nCalifornia Bearing Ratio (CBR) Test ReportsU for detailed reports of the CBR tests~ 2.4 Geomorphic Conditions Boring logs derived from our field exploration are presented in Appendix 0: "Record of Test Boringsu. The boring logs depict the observed soils in graphic detaiL The Standard Penetration Test borings indicate the penetration resistancel or N-values logged during the drilling and sampling activities~ The classifications and descriptions shown on the logs are generally based upon visual characterizations of the recovered soil samples. All soil samples reviewed have been depicted and classified in general accordance with the Unified Soil Classification System, modified as necessary to describe typical southwest Florida conditions. See Appendix E: tlDiscussion of SoU Groupsu, for a detailed description of various soil groups. The subsurface soil conditions encountered in the test borings at this site generally consist of very loose to dense sand (SP), sand with silt (SP-SM), silty sand (8M), and weathered limestone (WLS), compressible peat (PT), and very dense limestone (LS) to the boring termination depths. Please refer to Appendix D - Record of Test Borings for a detailed account of each boring. 2.5 Hydrogeological Conditions On the dates of our field exploration, the groundwater table was encountered at depths of approximately % to 4 feet below the existing ground surface. The groundwater table will fluctuate seasonally depending upon local rainfall and other site specific and/or local influences~ Brief ponding of stormwater may occur across the site after heavy rains. No additional investigation was included in our scope of work in relation to the wet seasonal high groundwater table or any existing well fields in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary} please contact our office for additional guidance. New Taxiway at Marco Island Airport NapfesJ Collier County, Florida GFA Project No. 08-0913 Geotechnical Report February 16; 2009 Page 7 of 12 2.6 Exfiltration Testing GFA International performed two (2) Constant~Head Open-Hole Exfiltration tests in accordance with the SFWMD Constant Head -Open Hole Test Method. The test results are presented belowA Test PT - 1 Depth (ft) Soil Description 0-2 Brown Sand (SP) with a trace of silt 2 - 2.5 Brown Peat (PT) 2.5 - 6 Brown Sand (SP) Water table: 0.5 feet below grade. K = 2.1E-5 (cfs/ft2-ft. head) 0-3 The locations of the exfiltration tests performed are illustrated in Appendix B: "Test Location Planu. 2~7 Double Ring Infiltration Testing GFA International performed five (5) Double-Ring Infiltration (DRI) Tests at locations along the proposed taxiway alignment The DRI tests were performed in general accordance with ASTM Procedure D-3385, HStandard Test Method for Infiltration Rate of Soils in Field Using Double- Ring I nfiltrometer" . The results of the DRI tests performed are summarized below and presented in Appendix F: uDouble Ring Infiltration Recordstl~ The locations of the DRI tests performed are illustrated in Appendix 8: "Test Location Planu~ Test Infiltration Rates of Infiltration Rates of Average Infiltration Number Inner Ring (infhr) Outer Ring (in/hr) Rate (in/hr) DR-1 O~06 - 0.13 0.23 - Ot57 0.32 DR..2 2.20 - 4.41 1.37 - 4~OO 2.20 DR..3 1 .43 - 1 .94 1 .94 - 2. 15 1.82 DR..4 0.03 - 0.06 0.17 - O~34 0.13 DR-5 0.06 - 5.57 2.67 - 5.60 1~37 New Taxiway at Marco Island Airport Naples, Collier County, Florida GFA Project No~ 08-0913 Geotechnical Report February 161 2009 Page 8 of 12 2.8 Static Cone Penetrometer Testing (Muck Probing) A total of fifty eight (58) static cone penetrometer (SCP) tests were pertormed to satisfy the requirement for muck probing in wetland areas contained in Geotechnical Services Scope of Work by URS Corporation~ The SCP tests were predominantly located in areas that were inaccessible for SPT drilling operations but were accessible to GFA's field crews on foot. The SCP test device consists of an isolated cone tip on a 4 foot long rod. A dial gauge mounted on the handle provides a measurement of the penetration resistance for the cone (Qc) in units of kg/cm2~ The cone tip has an included angle of 60 degrees and an area of 1.5 cm2. Density classification criteria relative to Qc values are presented below: Cohesionless Soils (Sands) Cohesive Soils (Clavs/Silts) Des err ot ion Qg...Value De s cri oti 0 n Qr=" Value Very Loose Loose Medium Dense Dense Very Dense 0-16 17 - 36 37..116 117 - 196 197+ Very Soft Soft Medium Stiff Stiff Very Stiff Hard 0-3 4~6 7..12 13 .. 22 23 - 45 46+ In general, the SCP tests confirmed that the layer of peat encountered in the test borings extends throughout the majority of the project site. The results of the SCP tests performed are presented in Appendix G: nStatic Cone Penetrometer Records". The locations of the SCP tests pe rfo rmed are ill U st rated in Ap pen d ix B: I1T est Location P I an It . 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS A layer of compressible peat was encountere~ in 13 of the 14 SPT borings performed at this site. In 10 of the test borings, the peat layer was encountered at depths ranging from 1 to 8 feet 8GS. In three (3) of the test borings, the peat layer was encountered at depths ranging from 2 to 18 feet BGS. The peat layer is comprised of organic material that wifl decompose over time resulting in a subsidence of the ground surface. Due to the variable and organic nature of the peat materialf it is not possible to accurately determine the amount of short term consolidation, long term consolidation. or long term decomposition that will occur. Due to the fact that the peat layer was as much as 10 feet thick in some of the test borings it is reasonable to assume that the total of short and long term settlement could be on the order of several feet in some areas. If the proposed taxiway is built on top of the peat layer then this will result in long term settlement problems that will require regular maintenance} leveling. and repaving. This settlement could be reduced (though not eliminated) by utilizing geogrid to stabilize the fill/backfill. New Taxiway at Marco Island Airporl Naples, Collier County, Florida GFA Project No. 08-0913 Geotechnical Reporl February 16, 2009 Page 9 of 12 In order to achieve a reliable base for the proposed taxiway, GFA recommends performing ground improvement to stabilize and/or remediate the peat layer prior to constructing the taxiway~ . GFA recommends that soil mixing ground improvement and excavation and backfill be considered for this project URS Corporation has requested that GFA provide discussions of using a rolling surcharger a rolling surcharge with geogrid, and other ground improvement techniques. These options are discussed below: ~ SOIL MIXING The soil mixing ground improvement method is well suited for this project. Soil mixing involves utilizing a specialized mixing tool to blend a cementitious binder material with the soU in order to stabilize the subsurface soils (Le.. the peat layer). Soil mixing will prevent settlement from occurring in the peat layer and create a stable base for the proposed taxiway. One advantage of the soil mixing process is that it can be done in bulk over large areas (such as this taxiway). Additionally, the shallow ground water table at this site should allow the dry method of soil mixing to be utilized. Details of the soil mixing process are available online at http://www~haywardbaker.com/services/dry_method.htm. Soil mixing should be performed to at least the bottom of the peat layer which varied from 3.5 to 18 feet BGS in the test borings. The soil mixing method is generally compatible with organic soils, however the ground improvement specialty contractor should obtain samples of the peat material from this site and optimize their binder mix and installation methods for this material. )> EXCAVATION AND BACKFILL Excavation and removal of the peat layer is a possible solution for this project. The excavations would have to extend down to the bottom of the peat layer which was as deep as 18 feet in some areas. The excavation and backfill operations would require an extensive dewatering system (likely a well-point system) in order to complete the work in- the-dry. The excavation must remain dry so that bottom of the excavation can be inspected to ensure that all organic material has been removed and so that the backfill soils can be compacted and tested. By removing the peat layer and replacing it with properly compacted granular filII a stable base far the proposed taxiway will be created. This option may not be cost effective due to the combination of a large area that would need to be remediated, a shallow water table (including wetland areas), and the fact that the peat layer extends to depths as deep as 18 feet in some areas~ > ROLUNGSURCHARGE A rolling surcharge can be utilized to induce consolidation of the peat layer prior to constructing the proposed taxiway~ In general, the surcharge method involves using a soil embankment to induce settlement in subsurface soils. A rolling surcharge would be utilized New Taxiway at Marco Island Airport Naples, Colfier CountYI Florida GFA Project No. 08-0913 Geotechnical Report February 16J 2009 Page 10 of 12 by phasing the construction of the surcharge embankment so it starts at one end of the taxiway and moves towards the opposite end. Once the subsurface soils in the first phase have achieved the desired consolidation, that portion of the surcharge fill can be removed and used to construct more embankment further down the line. Due to the variable and organic nature of the peat matertal~ it is not possible to accurately determine the amount of settlement that can be induced by surcharging or the time required for the settlement to occur. If this method is to be performed, GFA would recommend that settlement plates be installed on top of the stripped natural ground surface and surveyed for elevation prior to the surcharge fill being placed. After the surcharge fill is placed the settlement plates should be surveyed on a weekly basis~ The surcharge should be left in place until the settlement plate data indicates that the rate of settlement has slowed to a minimal level. Typical settlement plate construction can be found in FOOT Index No. 540. The height of the surcharge embankment should be sufficient to create a load of at least twice the anticipated load from the taxiway (embankment fill and aircraft loads) on the natural ground surface. If the natural ground surface is sufficiently stripped and appropriate materials are used and sufficient compaction is achieved when placing the surcharge soils, it may be possibre to leave a portion of the surcharge fill in place to use as the taxiway embankment. The primary drawback of this method is that it will not prevent further settlement in the future as the peat layer continues to deteriorate and consolidate. Regular maintenance~ leveling, and repaving will still be required however their frequency and extent will be reduced by having performed the rolling surcharge~ Additionally J the time that the surcharge fill will need to remain in place cannot be accurately determined in advance. )> ROL~ING SURCHARGE WITH GEOGRID A rolling surcharge with geogrid is similar to the rolling surcharge discussed above except that geogrid will then be used in the taxiway embankment to further minimize settlement of the taxiway. Geogrid should not be used in the surcharge em.bankment because it will reduce the effectiveness of the surcharge load by bridging localized weak areas. In order to use geogrid with a rolling surcharge it will be necessary to completely remove the surcharge embankment and reconstruct the taxiway embankment from the natural ground surface up. )- VIBROwREPLACEMENT GROUND IMPROVEMENT Vibro-replacement ground improvement is not effective for stabilizing peat layers. ~ DYNAMIC COMPACTION GROUND IMPROVEMENT Dynamic compaction is not effective on sites with shallow water tables. New Taxiway at Marco Island Airport Naples, Collier County, Florida GFA Project No. 08..0913 Geotechnical Report February 16, 2009 Page 11 of 12 )> GROUTING A grouting program could be considered for this site however the cost and time associated with this method would likely be greater than those for soil mixing. GFA can provide further recommendations and design support once the client/design team have selected the desired method of construction. Because much of the proposed taxiway alignment is in wetland areas, it should be noted that sandy embankment fill materials should not be placed into standing water or it will become very difficult (if not impossible) to obtain proper compaction. If any fill must be placed into standing water, GFA recommends the use of a gravel (such as #57 stone) so that adequate compaction can be achieved. 4.0 REPORT LIMITATIONS This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the proposed new taxiway at the Marco Island Airport located at 2005 Mainsail Drive in Naples, Collier County, Florida. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature and extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may be necessary to reevaluate information and professional opinions as provided in this report In the event changes are made in the nature, design, or locations of the proposed structure, the evaluation and opinions contained in this report shall not be considered validj unless the changes are reviewed and conclusions modified or verified in writing by GFA International. Please also find in Appendix F a supplement by the American Society of Foundation Engineers (ASFE) that is entitled "Important Information About Your Geotechnical Engine.ering Report". The supplement will help explain further limitations of geotechnical reports, the nature of geotechnical issues and information concerning the management of your geotechnical risks. 5.0 BASIS FOR RECOMMENDATIONS The analysis and recommendations submitted in this report are based on the data obtained from the tests performed at the locations indicated on the attached figure in Appendix B. This report does not reflect any variations~ which may occur between borings~ While the borings are representative of the subsurface conditions at their respective locations and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. The delineation between soil types shown on the soil logs is approximate and the description represents our interpretation of the subsurface conditions at the designated boring locations on the particular date drilled~ New Taxiway at Marco Island Airporl Naples, Collier Countys Florida GFA Project No. 08-0913 Geotechnical Report February 16, 2009 Page 12 of 12 Any third party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International. The methodology (ASTM 0-1586) used in performing our borings and for determining penetration resistance is specific to the sampling tools utilized and does not reflect the ease or difficulty to advance other toofs or materials. Appendix A - Vicinity Map Vicinity Map ~ ~ ( ! i t i _-_ . ,_,_....._.~~.J New Taxiway at Marco island Ajrport 2005 fv1ainsail Drive Naples, Collier County Florida N L5 - \-;- - .:~..~. . w E s MA9QUE5"f_ o{ .... \l! i ":~:1, J .r; ( '0<.;\ti\:-'~';o'~ \.f' ~~ ::. ~ -;:; _ ~ .- - _r( '. ": _ r.... !~~.;" . .:r....:.~.;.f. .~.~ ~' -: ~; .... c.~ 'L.. ~ ~ ~ j ...,:~ 'f~ ',? 7~ 2.. ~.. ;..._.~ {; . .... ~.. .r --:. ~ ~ 1. ....-. j 52 .;:J~qj ~"':.~qa ;:. 2CtCtt :";1 2G0-5 l~~tu)Cw~.st frl-.. . *Scale is an approximation and may not be accurate. .Appendix B 1'1 Test Location Plan ai. N ;~~ ~.~ ~. . ..~\-.~ .". .~\~{. J ' ~;;. ~I , "';~ Appendix C - Legend of Test Symbols & Notes Related to Borings Symbol Description KEY TO SYMBOLS Strata symbols GTI UlliiJ i .~ ) ~t: ~ ~ ...! ~ ~f ,:l ~ ...... . . .. ~ ... . II II Sand (SP) Peat (PT) Sand with silt (SP-SM) Si1 ty sand (8M) Weathered limestone (WL~) Limestone (LS) -y~ Misc. Symbols -l\- Water table at boring completion Boring continues Soi~ Samplers ~ Standard penetration test Notes: ~ _:r-~... ........r;-- ~ 3. Borinq 1ocations were estimated from existing.features. 4. These logs are subject to the limitations, conolusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the ~oqs. NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE 1 . G rou ndwa ter level was encou ntered and recorded (if shown) following th e compr etion of the soi I test bo ring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The bori n9 location was identified in the field by offsetti n 9 from existi ng reference marks an d u sing a cloth tape and survey wheel. 3. The borehole was backfilled to s ita grade fa Uowi ng boring com pretion 1 and patched with as phalt coJd patch m tX when pavement was encountered. 4. The Record of Test Sari ng represents au r interpretation of field conditions based 0 n engi neeri ng exam i nation of the soil samples~ 5. Th e Record of Test Boring is subject to the Ii mitations1 conclu slons and recomm endations presented in the Report text. 6 ~ " Field Test Data" shown on the Record of Test Boring ind icated as 11/6 refers to the Standa rd Penetration Test (S PT) and mean s 11 ham mer blows drove the sampler 6 i nche s. SPT uses a 14 O~poun d hammer falJ ing 30 inches~ 7. The N-vaJue from the SPT is the sum of the hammer brows required to drive the sampler the second and third 6- inch increments. 8. The soil/rock strata interfaces shown on the Records of Test Boring are ap proxi m ate and may vary from those shown. The soil/rock conditions shown on the Records of Test Boring refer to cond itions at the specific location tested; soil/rock conditions may vary between test !ocationsw 9 Rlf d "t~ d I d ~ t .It I f d "b d f, n e a Ive enSllY or san s rg rave 5 an con SIS ency or 51 5 cays are escn e as 0 ows: SPT CPT SANDS/GRA VELS SPT CPT SIL TS/CLA YS BLOWS/FOOT KG/CM~ RELATIVE DENSITY BLOWS/FOOT KG/CM~ CONSISTENCY 0-4 0-16 Very loose 0-1 0-3 Very soft 5-10 17 -40 Loose 2-4 4-9 Soft 11-30 41-120 Medium Dense 5-8 10-17 Firm 31..50 over 120 Dense 9-15 18-31 Stiff over 50 Very Dense 16-30 32-60 Very stiff 31-50 over 60 Hard 10 G · d ~ f f II raIn size escnpl Ion s a re as 0 ows: NAME SIZE LIMITS 80 ufder 12 I nches or more Cobb les 3 to 12 Inches Coarse Gravel % to 3 Inches Fine Gravet No.4 sieve to % inch Coarse Sand No~ 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fi nes Smaller than No. 200 sieve 11 0 fi .r r t d"t d" ti d ~ ~II k d "f e tnl tons re a e o a IJec vas use In SOl roc escnpllons: PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE Up to 100/0 with a trace Less than 1/32u Fi ne roots 10 to 30% with some 1/3211 to %n Small roots 30 to 50% with %U to 1u Medium roots Greater than 1 u Large roots Appendix D ~ Record of Test Borings ~~v RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAY1 MARCO ISLAND AIRPORT PROJECT NO: 08-0913 START: 12/16/08 FINISH: 12/16/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRiCH D~50 DRILL CONTRACTOR: ELEV..: N/A GROUNDW A TER: f BORING METHOD: SPTJMUD ROTARY ELEV .! SOIL SYMBOLS AND FlELD TEST DATA MAJOR SOIL COMPONENT DEPTH r--O d::::~::I~ - i- . .. ~ ~. ..~ 4 ~,.~...~. 6 I .... ill.. ...... 9 ~1 ..... ..... ... ~ \2118108 : ':+;';; ~~':'; SAND (SP) .... ...,. l1li ." Loose to '--2 - . '". " ..., r 9 ;- · .... .., 8 Medium Dense .......,..5 -3 3 . . I. .. II .... :- ~ ~~.fn {{~ I--- 4 1 - - 0 t -5 0 _0 1-6 PEAT (PT) I-- l o 3 6 1--7 ~ r.--B - . -9 .....~.~ 4 ~::::::: J 3 3 :=:~:~::,~ ....J~.~.~ 3 ~i~nfH 3 .~:::~;~ ::~::::: SAND (SP) Loose - -10 -11 - -12 ~ r--13 ~14 - -15 -16 ~ -17 -18 - -19 - -20 Soil and rock samp.les recovered using ASTM D~ 1586 test pr~edllres. BORING NO: SPT-1 WEATHER; N/A DRILLER~ ROBERT LAINKO GFA INTERNATIONAL DATE CHECKED: 12/16/08 FLUID LOSS: N/A REC. STANDARD PENETRATtON TEST OTHER COMPONENTS (%) DEPTH N CURVE 10 30 50 ..- Lig ht 9 ray to 9 ray to tan with a 10- trace of sit t. 100 O'-2~ 10 ~ - -~i---- .~~ -I---- Light gray to gray with a trace of silt. 100 21~41 13 - Brown with sand and a trace of .,._- silt. -- so 4t_6t 1 ~ Brown with sand, . . 80 G' -8' 3 .. Dark brown to brown with a trace of silt 60 8~v10' 6 H .....- fo- -- f.-.- ~ - - - - _.- - ~ ...;.. ~~ .- ~ ~ .~\ ~- ...........~ ....--- ~ Lig ht 9 ray to light tan with a trace of slit. 100 13'-15a 6 t GFAINTERNATIONAL ~,~~ RECORD OF TEST BORING PROJECTfLOCATION: PROPOSED NEW TA.X1WAYl MARCO ISLAND AIRPORT PROJECT NO: 08-0913 START: 12/18/08 FINISH: 12/18108 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: 1i BORING METHOD: SPT/MUD ROTARY BORING NO: SPT~3 WEATHER: N/A DRILLER: ROBERT LAINKO GFA INTERNATIONAL DATE CHECKED: 12/18/08 FLUID LOSS: N/A E LEV ~I SOrL SYMBOLS REC, STANDARD PENETRATION TEST AND MAJOR SOil COMPONENT OTHER COMPONENTS (%) N CURVE DEPTH FI ELO TEST DATA DEPTH 10 30 50 -0 ........,2 -. . . . I + . . . . ~ . . .... I ~ I . I . . . , , - ;:::::;: 2 Lig ht brown with traces of s fit ~~:~:~~,~: ~ SAND (SP) and rock. QI.2t 4 . -1 100 ~ ulla f08 ~ : '.~: : :: :: Very Loo~e ~:~::::.:: -2 1 - . - . . - . . . . .. - r ~ - - - - . ... - . . . Brown with sand. 0 - 1 17,5% organic content -3 0 165% moisture content 100 2.-41 1 - -4 1 PEA T (PT) - 1 1 -6 4 100 4' -6~ 2 . \ - \ -6 .' ::It!: I ~ - . . . r _ . - . + . .. . . . . . r - . - Gray to I ig ht 9 ray to da rk brown \ .,: l ~: r J .L: 4 - ~ .Fl:' f I : 6 with traces of ro ots and si It. -7 ~ :"1 .~~: t { i: 6 100 61-81 9 ~.. ( .1~ L 1.4'. ~ ~ :i :f: ( t i: -8 ~:" ~: r J 4~: H:q Ii : , 6 Brown to dark brawn. - i :.1 h: t i i: 3 r { :I~ r'l: (. 2 -9 ~ ~ ~J: t ; i: 15 100 81 -1 o~ 5 ~:~~: r ~ ~~; ~ ~ 1 :"1: t (i : -10 ~ :t :.: 'I ~'_ SAND WITH SIL T ~'i~:~ Fi: - ~ ~, ~,: t r \ = (SP~SM) :I:t)~(i:f: -11 ~ ':l:t t J: Loose ,. - _..... ~~ ~ :E ~: n p - ~ '.i ~:i F l~: ; +-~ -12 ~ :1~: ~ { ~: ~ ... . .- ~~ r ~~ l1.~r. - l' 'J :1: r t J = - -13 ~:l j: f j J: ).\.1:r l' r. , ~ Tan to gray. ~ ,r~a { l: 4 t - ~:[ ~~i 1:[: 3 -14 ~ ~ =1: , ll: 3 100 131~151 7 ~~ - ~:l ~: r j "i: J .l :1: C r I : -15 .,p't ~I: i I~ i: - -16 - -17 - -18 - -19 ~ -20 Soil and rock samples recovered using ASTM 0.1586 test procedures, GFA INTERNATIONAL ~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAY. MARCO ISLAND AIRPORT PIlOJECT NO: 08..0913 START: 12/16/08 FINISH: 12/16/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: ,Sf BORING METHOD: SPT/MUD ROTARY BORING NO: SPT-4 WEATHER: N/A DRILLER: ROBERT LAtNKO GFA INTERNATIONAL DATE CHECKED: 12/16/08 FLUID LOSS: N/A ELEV./ SOIL SYMBOLS REe. ST AN DA RD PENETRA T10 N TEST AND MAJOR SOiL COMPONENT o THEA CO M PO NENl"S (%l DEPTH N CURVE DEPTH FIELD TEST DATA 10 30 50 -0 ~-<~~::.q~ - - SAND (SP) T an to gray to brown to lig ht f---o 1 12116108 ~ r.l~ j {.l~ 3 gray with a trace of silt. 100 O.-2~ 6 . - , I ... III iii . .. Loose! I ,,+t ...... I. . II ..... ..... -2 .. ti ill. t: '" .. --' . I 1 Brown. 1 - - 1 --3 1 PEA T (PT) H10 2.-4' 2 - - ~4 ,.. ~ ,II. ...... 2 - Lig ht 9 ray to gray with some . ill .. II ".. t II IIJI. II' .. II1II ill" 2 - I II..,. II .. ill ... organ ies. .. ... ~ .. . .. .. . 4 .. I 4. . II1II . 5 6 ..~ -5 . II ..... ... II' ," 100 41...61 ... .... .. I" . . .... . .. ... ill. - .. .. .. ... .. II . . ~ .... ~~ ~ .~ ~ : 1(1" II1II" II.. III ~ -6 ~ ill I .. . . ill . 4 Lig h t 9 ray to tan to light ta n to - ~_. . .......... ... II . 4 .. ....... -. .. ill... . ... brown with a trace of silt. 1'............ s .. ... III . .. II .. . 5 100 6' .8J 9 -7 . ..... II ....... III t .... II .. ",.. -- ....111.111.. - ............ 'II .. .... ... I" ill . 41 ill . 'II .... - I-- --r--- -- .... ... ." ... -8 n n. ..... , 4 Brown. - :~:~..::z :) f- I-- l- i \1[1\11 ~ -9 100 81.101 6 .... ~-, - -10 - _ .._ _:"'-M _ - : ::.~~ ~ :.:1~ SAND (SP) _.,- -11 Very Loose to Loose .. - ..-~. - -12 .. .. ..:... m ...:.:...... ..~ ~ -- II!" foo- 13 H Brown to tan with a trace of silt - -14 ~ f..lt i (~ 100 131..151 2 - -15 :0- ~._- -~--- -16 - -17 - -18 r i - Light green with clay. rock and - SIL TV SAND (8M) a trace of silt. f--19 12 75 18'-20t 8 I i- Loose n~.. H '-- 20 ' ~ ~.iJ Soil and rock samples recovered using ASTM D~ 1586 test procedures, GFA INTERNATIONAL ~'fA~ RECORD OF TEST BORING l'SAN Al\O~ PROJECT/LOCA TION~ PROPOSED NEW TAXIWAY~ MARCO ISLAND AIRPORT BORING NO: SPT..4 ELEV,/ SO I L SYMBO LS REC. STANDARD PENETAATtON TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS (%) CURVE DEPTH FlELD reST DATA DEPTH N ~~ 10 30 50 1----0 ~21 Ii ~ WEATHERED '-- 22 ?:z T. LIMESTONE f- ; ~ ~23 2~'t'~ (WLS) .- 11 l- S Medium Dense 1 l I--- 24 7 100 231-25' 15 E1 ! - f-- 25 :- -- .-- 26 - -27 f-- ~28 - I-- 29 I- ~30 .......... - .- ~3' ~ ~32 I- - I-- -33 ...-...... - I-- - -34 - -35 - '" . . ,.;~ .~. ~ - .. -36 - -37 - --- -38 -- - -39 - ~t10 f-- ~41 ~ ~42 - --43 ---.. - -44 - -- -- -- ,.............. - GFA INTERNATIONAL ~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAX1WAYJ MARCO ISLAND AIRPORT PROJECT NO: 08-0913 START: 12/17/08 FINISH: 12/17/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: .5' BORING METHOD: SPT/MUD ROTARY BORING NO: SPT-6 WEATHER: N/A DRILLER: ROBERT LAINKO GFA INTERNATIONAL DATE CHECKED: 12/17/08 FLUID LOSS: N/A ELEV J SOil SYMBOLS STANDARD PENETRATION TEST AND MAJOR SOil COMPONENT OTHER COMPONENTS REC. ( oM ) CURVE DEPTH Ft ElD TEST DATA DEPTH N 10 30 50 ,-0 ~":::"::12 - . . . .-,..~~+ -.... ...~.~ . . ... ... . . .. . . t- ~.~...... 3 Lig ht tan to lig ht brown to gray - :.::::~;:~ 4 SAND (SP) to da rk brown with traces of slit f--1 t 211 7106 · : : :: ~: : 100 OIR2' 7 . i ~::tW:' (i ~ Loose a nd roots 0 - ~ -2 :2 - -..'..- -. ..~ .~+.~. ~ . - . . + Brown, J 1 - 1 58.00/0 organ Ie co nte nt -3 1 PEA T (PT) 325 % moistu re co ntent 100 2tw4t 2 - -4 - -5 - -6 - -7 - f--8 ...... -9 - -10 - -11 f- f--12 - -13 - -14 - ~15 ....... -16 - -17 i--- ~18 ~19 I- L..- 20 I - ,. .- ; :'~l~:: f.~~ ~ ifY?i ; -II · ... .. · III .. . It.. ..- !/~~i/~~, ~ .... ,.0 2 . . .... .. .. .. .", . . .... .. . .. L ... ........ t.... j ~ ~l~' i ~ ~ ~ I i -.. . . . ,. . - - . . . . + - . - .' -. ., . , F t .1: !'1'~: 1 ; :t:I:o t i i ; 1 ~ : .. ~: f J . ~ : 1 .1 :i: tn, l ., ~I: ~ f 1: ;:r;~ i 1."E ,1 ~ :l: r lJ : i:t~; t J.t: ? :1 :1; ( r r : ~ :' :1: ~ f \ : )' [J~t ':r., ,l:(:r.rLP ,1:l:r. i jot: ~ ,1 .1: tn, ~ :.1 :r: t ( i; :rttl~ t l,'r' ) ~ ~r: ( j l: , ; ":l~:rJ,L: 4 ~ ,l :[:, n : 4 j :~. j: t ~. i; ~ · i ~: ~ 1: ~. ).~ ~t; ( i i: ,):~ ~: r J.t: - ~ .FI: ~ n ~ i :~I ~: tit: ~ 0 .' ~', ~ 'I:'. ~ ~ ~t: i ; i : ~: ~ .~: n oJ: t ~ :1: i (i : ~ : I :1: , t c: 1'Jir:t Vi: ~ :' ~~: ~ !~ : 13 - ..' - . . . . , , . . , . . - - - . . . . , . . , . . ,. .... 10 3 1 ~~t .. Lig ht 9 ray to 9 ray with a trace of 0 rgan fos. 100 4-.61 4 .11 SAND (SP) Very Loose to Loose Gray to light gray to brown with a trace of silt. 6 -, 100 61-81 Dark brown to brown, 75 81-104 3 h- _.....'*1=- ~ _0;.- SAND WITH SILT (SP-SM) Tan to light tan to gray with a Very Loose to Loose trace of clay~ 80 131_15~ 8 · WEATHERED LIMESTONE (WLS) Medium Dense Lig ht 9 ray with silt. 5 18t-201 13 . Soil and rock samples recovered using ASTM D-15 86 test procedures. GFAINTERNATIONAL ~,~~~ "'S'RN AT.\O~ PROJECT/LOCATION: PROPOSED NEW TAXIWAY1 MARCO ISLAND AiRPORT RECORD OF TEST BORING BORING NO: SPT w6 ELEV./ SOIL SYMBOLS AND DEPTH FI ELD TEST DA T A ~ ~ ~ f--- 21 g ~ - -22 ~ ~ - ~ ~ -23 r1- 6 - 7 1 -24 B - m -25 - -26 - -27 - -28 - -29 - -30 - -31 - -32 - -33 - -34 - -35 - -36 - -37 - -38 - -39 - -40 - -41 - -42 - -43 - -44 - MAJOR SOrL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TEST REC. (%) DEPTH N CUR V E 10 30 50 WEATHERED LIMESTONE (WLS) Med ium Dense 100 234-251 14 ." ""= -- ... -:.... ! GFA INTERNATIONAL ~,~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAY, MARCO [SLAND AIRPORT PROJECT NO: 08...0913 START: 12/17/08 FINISH: 12/17/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: RLEV.: N/A GROUNDWATER: .5l BORING METHOD: SPT/MUD ROTARY BORING NO: SPT-10 WEATHER: N/A DRILLER: ROBERT LAfNKO GFA INTERNATIONAL DATE CHECKED: 12/17/08 FLUID LOSS: N/A ELEV./ SOIL SYMBOLS REC. ST ANDARD PENETRA T ION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS (%t DEPTH CURVE DEPTH FI ElD TEST DATA N 10 30 50 .---0 :::,,1::14 - ~ ~ ...t."..~ 4 Tan to Ug ht gray with a trace of _ .....;~: 4 sUt. t-1 12/t 7/0S : { : : ; ~. : t 2 SAND (SP) tOO O~~21 8 ~ - " , r Very Loose to Loose .... ...... . '" 1-2 11 I "' . ~ - · · · t .'".: 1 - 1 Brown to dark brown with sand, 1--3 3 PEAT (PT) 100 21r4' 2 U ~ I-- - -4 :::::nr Gray to brown wJth a trace of - L"~"~~r.". 4 root. -5 ~ ~.:; : ".: : 6 100 41~61 5 I If to .. . ... III . 'II . -- . ... II 'II ... . II- III .... . "" .. ,. III -6 . , . "'.. ill .. 11 .. 5 Gray to brown to dark brown t" 1ft.. 4 - ." .."'" "" III" ~ wi th traces of root a nd silt. .~ I----I-----.~ --7 I . II... .. 4 100 6'-81 8 .. "Oi:l! 13 ~~ L.-- - ~ SAND (SP) ..... r-.-8 Dark brown with traces of silt I-- .rH 2 Very Loose to Loose I . ~_ I--.--- :-- "~,..=~~i 1 and root. f--9 'II "".. 1 100 8....10. 3 _,~f--- .. III ill. ,... II - t..,t.,..... II..... .. ~10 ~ ~ ~: : j l~~ r- ~11 ! ;:!I 1::: - - . .~. t- -12 -. L....-. ., ,-. ....~... ~.... ... .~::: ~ ~13 1 - , . Tan to gray. 2 roo- 1 1-- f--14 1 100 13tw1S1 3 " - SIL TV SAND (8M) ~" --15 Very Loose " r- -16 \1\. ..,.... , - I{b - ., -17 - ~I -18 IrJ: LIMESTONE (LS) 50+ - Very Dense f--19 100 1 el.2ct 100+ -1)0 '... f- ~ -20 Soil and rock samples recovered using ASTM D-1586 tesl procedures. GFAINTERNATIONAL ~,~~ RECORD OF TEST BORING PROJECT/LOCA TION: PROPOSED NEW TAXIWAY, MARCO ISLAND AIRPORT BORING NO: SPT-10 ELEV 4/ SOIL SYMBO LS REC, STANDARD PENETRATION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS I%} CURVE DEPTH FI ELD TEST DATA DEPTH N 10 30 50 - 5 ~ LIMESTONE (LS) -21 J J J J Very Dense - :; ) ~ J 7 -22 :.,. - . . . ~ - - - ---- 7 ~ - WEATHERED -23 13 LIMESTONE Light 9 ray with some sUt. I 12 - 9 V -24 ~ , 7 (WLS) 100 . 23'.25' 21 ~~ - - Medium De~nse -25 ;r:; l -- - - - -.-- - -26 - - f-- 27 - -28 - ,..... -+.... ~ -29 - --30 - - f-- 31 f- -32 - ,.....- 33 - - - -- - f-- I-- -~ ~34 -- l- .,. .. ....., I . . ~35 .- -- ....;...: t- -. ~ 1-36 I-- ~ f---- 37 r- -38 - -39 ,..... -40 - -41 - f.oo- 42 10....-.0 roo- 43 - -f.\4 - GFA INTERNATIONAL ~'fAv "I2RNA'T\O~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAX.IWAY1 MARCO ISLAND AIRPORT PROJECT NO: 08~0913 START: 12/18/08 FINISH: 12/18/08 BORING LOCATION: SEE SITE PLAN DRILL: D1ETRlCH 0-50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: .5l BORING METHOD: SPT/MUO ROTARY BORING NO: SPT..14 WEATHEll: N/A DRILLER: ROBERT LAINKO GFA INTERNATIONAL DATE CHECI{ED: 12/18/08 FLUID LOSS: NJA ELEV,/ SOIL SYMBOLS REC~ ST ANOARD PENETRA 110 N TEST AND MAJOR SOil COMPONENT OTHER COMPONENTS CURVE DEPTH F! ELD TESt DATA [%) DEPTH N 10 30 50 r-O ~iUU~I~ - - SAND (SP) Brown to Jig h t 9 ray to 9 ray with a trace of silt. -1 12118/08 ~ ::: : ~ ~: .2 100 Ot~21 7 . _, . 'I' ill . ... Loose~ .....""....... :-. . .... .... 110 oil . t' .. II 'II .... ,.... t. ......" .. 1- ~2 ... ....... 1(11 ~ - 2 B faWn with sa nd & 3 - 2 ~3 1 100 2ly~f 5 !0- j 1--4 1 I .0- ,..-1-- f.- 1 0 ~5 , PEAT (PT) 100 4i_61 1 I- .~ f--- >.-.-- - - f.----. 1--6 1 -- ......-- 2 3 -7 4 100 61-8' 5 - &_- -8 5 - Gray to light gray. ~t.......... I ...... .... 6 ..-- -- .' ,...41... - j f:(~ m~ 4 -9 2 100 8'.10' 10 t - : ~:;: ~:: -10 t........ ... ... ..... . ......... SAND (SP) I . . .. . ,. ... . - I . .... 'II I ... II' III ." . . 'II. Loose ~ 'II 't to... . ... '" ill I -11 I ..... ..... . I .... . . .. . .. ... 11=" ill I _. ':.. ...."I! ~ - ......... .. . ..41 ~ . t. III ~12 . II II.. II III ill 41 .J.. .. f-- ."......, ,,, ........... .. III __....~n: III ..... . .. . .. I- ... .,....... 4..... ..........111.. -. .. . II .... .. III II'" I .. ",oil . of .... ~13 n:r. f II: r 3 - Green to light gray. I- -- f- ,~h~: f t(: 6 ) .\ :1: t "'.. e ~14 ~ :1 =1: ~ f l: "1 100 13'.15' 12 . 10-- ~.,;..~ t '.r~ ;n:l: t lI: -15 \!l~: f j .i.: _ --- -- --.~f--.- ~- , .1 :.; C l' I . - ~:~,: ~ n: J ~Ar J~ l l;C' SAND WITH SILT -16 ~ .~ :.= t fi ~ - ;:\ ;: t J .t: (SP-SM) u ~: C 5" I : -17 , ;'~;: t fi: Very Loose to J' (:i: t ~:,. - :1j~l: {H: Medium Dense ~1B :1:1 ~: t J It ~ '~:I:H!: 10 f-- ):t ~n:: 1 f: 0 l(~~' .t:j. 0 -19 1 ~~: i } 1: 0 5 18~-20~ a ~ ~:1o '.f~ r ~ ,J: "\ -- f-- I- ~ , ~20 ~ :i I H , SOl l and rock samples recovered using ASTM D.l S 86 test procedures. GFAINTERNATIONAL ~,~~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXfWAY. MARCO ISLAND AIRPORT BORING NO: SPT ..14 ELEV.! so lL SY MBO LS REC. STANDARD PENETRATION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS (%J CURVE DEPTH FIELD TEST DATA DEPTH N 10 30 50 . . i'.. 1 :\ ~I: i I \ : t-- .:1i.... .- r" -21 11,: I~ I'\: - J? I~ I---- ." -22 l:x.r I] LIMESTONE (LS) ~ ) f------- >-- -- '-- f..-- -- -23 50+ Very Dense f-~ - -24 100 23\.251 100+ _.th...... ~., , .... JJV - :1M ]: -25 'WI , - ~26 i- f-- 27 - -28 - f-29 f- i--- 30 ........ ~31 l- I--- ~- -32 - -33 f- i-- -- ~- -- - -34 -. ~- . . ;- "'" f-35 --" ~-.. .1 -:~ ::- _......c.: f- ~ ~36 - ~37 I-- -.- I-- 10- I-- 38 I-- .- I- ~ I-- 39 f- --- 40 L-- -41 '-- -42 I"- ........ - - -43 - -44 - GFA INTERNATIONAL ~,~~ "S'fTNA1\O~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAAIWAY, MARCO !SLAND AIRPORT PROJECT NO: 08..0913 START: 12/17/08 FINISH: 12/17/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH D-50 DRILL CONTRACTOR: ELEV..: N/A GROUNDWATER: 11 BORING METHOD: SPT/MUO ROTARY ELEV,1 OEPTH ~o -1 -2 - -3 -4 ..... -5 - -6 ~ -] -8 -9 -10 -11 - -12 f--13 ~ ---14 I- ~15 - -16 - ~17 ~ ---18 - -19 - -20 SOil SYMBOLS AND FlELD TEST DATA - :;::::::11 '~J'...'" 2 ~L~EL:~~ ~ 12117'08 }!U\1 1 - o o o 1 o o o 1 o o 1 :t ~ :la } : I i:~ 1: f i i= 3 ~ ',\~l: t ~l'~ i: 3 ~ .~':.!: ~ p = 3 'j=, ~ i \'r: .\ ~:p r 11 ~ l:~~: r j.t: , " :1: C rI. ~ :"Itr: t i \: "J"l :\;ll."!: ~..t'.I: {j t .1:t~: r '.t: . ;. .t .~: C i' I ~ ,:1~; t n ~ 'J~l J~t V,. ~ ~f :l~ U p .\t~l~; r J .t: ~ .Ft= ~ a' i; 13 '1:'1~; t i i ~ :3 ll.r.~ '[N" 3 j:1;C i H: 3 ~:I-l: r ~ .~: ~ :1 :1; f ti; ~ :u~.n {: BORING NO: SPT-15 WEATHER: N/A DRILLER: ROBERT LAINKO GFA INTERNATIONAL DATE CHECI(ED: 12/17/08 FLUID LOSS: N/A MAJOR SOll COMPONENT REe. 5T AN DA RD PEN ET RA TI 0 N TEST OTHER COMPONENTS t%l DEPTH N CURVE 10 30 50 - Gray to tan with a trace of rock. _u __ .~_ 80 OI~2f 3 , , With root. 75 2l_4t 0 SAND (SP) Very Loose PEAT (PT) 75 4'_61 o '0 -- G ray to brown with organic silt. --- ..~-- 60 61~8~ o ~ --~ \ -1-- - - Gray to light gray with some \ organ ics. 1 100 81.10r 6 ..-- SAND WITH SILT - -- -- _""'IC"L (SP-SM) .. ---- Loose ... .'. ~""" ..- -- I-- - ,. Light gray to gray. 80 131..15. 6 SoU and rock samples recovered using ASTM D.1586 test procedures. GFA INTERNATIONAL ~,~~v RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAX I WAY I MARCO ISLAND AIRPORT PROJECT NO: 08-0913 START: 12/22/08 FINISH: 12/22/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: ELEV~: N/A GROUNDWATER: ,5' BORING METHOD: SPT/MUO ROTARY BORING NO: SPT-18 WEATHER: N/A DRILLER: ROBERT lAINKO GFA INTERNATIONAL DATE CHECKED: 12/22/08 .FLUID LOSS: N/A ELEV,/ DEPTH ~o -1 -- ~2 i- f--3 ~4 I- ~5 - -6 -7 - -8 ~9 !- ~10 ~11 ~12 f- -13 - -14 I- f--1S f--t- f-- 16 - ---17 - -18 -19 L---- 20 SOIL SYMBOLS AND FI ElD TEST DATA ".'~'~'13 - ~ . ':":'; ~ '~':'; 6 lll22108 .: .:::: .:: : ."'.t-II... . .,.... ..' ... . ill II ~ ... ." ill ill II.. II II 1mm~1 :~ ~Wi t~! I :0 : ~. : : : :' : i 3 : .~~. i; ~ 'n ~ ~ I" ... .. ... t ....... .. ........ ~ . ..... . to ill ill I ,. ". ill .. IIJI" ~~,,~'~'. t ~~.,~"." ~ - 4 _ ill ~ ,........ .... .. _ .. II .... . t ill .... III . .. t III .......~.I .. .. .. ill ".. ~ · .. '. .. · , · '14 mlml i .. ill ... .. . 110 , , .. "" ill II' t. .. ..... ... . II . t ...t...".r I ~[ll 1:\, iililW i i ;~l! I 1:11 ~~qn~ : 9 ~!~~.... MAJOR SOIL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TEST REC, (%) DEPTH N CUR V E 1 0 30 50 Lig h t 9 ray with a trace of si it. 100 0'-21 12 , SAND (SP) Loose to Medium Dense 100 2t~4' 21 I -- "-- - ) 75 1r~t 5 I-- -...........- ~~AT (~T) Brawn with sand. 1--1--- -- 100 61.81 2 ~ Light gray. \ :--\o-'--_~ ~ 100 81.101 10 -- - - \i .o-"C ~ SAND (SP) Loose - ~- ....... & ~.f- Light 9 r~ with a trace of silt. 100 13'..15~ 5 , - -.- ~ ~ - \ 1 16 . I-I- Light gray with clay, SIL TV SAND (SM) Very Loose to Medium Dense 100 18'.20' Soil and rock sAmples recovered using ASTM D-I 586 lest procedures. GFA INTERNATIONAL ~,~~~ RECORD OF TEST BORING PROJECT/LOCA TION: PROPOSED NEW TAX.lWAYf MARCO rSLAND A!RPORT BORING NO: SPT-18 ELEV./ SOt l SY MBO lS AEC. STANDARD PENETRATiON TEST AND MAJOR SOlL COMPONENT OTHER COMPONENTS ( % } CURVE DEPTH FJELD TEST DA fA DEPTH N 1\ 10 30 50 / ~ If ~21 i- Hard drilling from 21.51 to 221, ~ ~--- 1--- -, -, "'-- -22 SIL TV SAND (8M) J ~ Very Loose to I -23 n Medium Dense Lig ht gray with some rock. --I - 1 -24 5 231~251 3 ~ - ~- - f-- 25 i-- .'~- '-- 26 >-- . " 1- ~27 - ._~ - -28 - - -29 - -30 - - -31 ~ -'- ~32 I.- ~ I-.---.. ~33 i-- A_ I- - 1-34 - --,. ~ .... -36 +, ..:.. .... ~-~ - - ~ -38 - -37 - -38 - - _. ~ -39 - ~40 f- 1--41 .......... ~42 l- I-- 43 ~ I-- 44 - GFA INTERNATIONAL ~,~~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAY, MARCO lSLAND AIRPORT PROJECT NO: 08...0913 START: 12/22/08 FINISH: 12/22/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH D~50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: l' BORING METHOD: SPT/MUD ROTARY ElEV . { DEPTH -0 I-- -1 - -2 - -3 - -4 ~5 ~ --6 -7 - ~e f....- ~9 -10 -11 - -12 -13 - -14 f--15 "- I-- 16 ~ -17 - -18 - -19 -20 so lL SYM SOLS AND Fl ELD TEST DATA ~"t"'13 - ......,~ : ~d::::~:; 5 12/2 2/00 ~ ;~ g ~ ~ ~ i .....~I.,12 ~:~:::~: 22 .,".t.~.. 17 ~:~.\~~:~.~~ 12 .. .. ... I .. II .. .. .... .. . . iii .... ill :t ~J :s: J ~ J L.,::Z L ~ I~~ I;;z;Cl ........rr.. 2 --- L1 ~C t , \; 3 Vz.~: n..: 3 ~ j:~: r t i : 3 (:J :t~ n F 1',;~: t VI: :r.1"Ja. p: ):, j~i tF )) :1: r II ~ 1:l~! t j.t~ , ., "': t r r . .('1~la i 1: j: I ;~ t 1:i: ' ~:l~~ ~ H: :fa'J: tJ ~t: . ): " :~: 0" I ' J:E,a rt: 'J" t J~ t ....t. 1 ~ :~~ 1 } l: ~ .1;~ ;: i J .t: 0 ~ ~ :1:' n: 2 ,:~~ h" t: ~"[:r. ~ "t.". ~:f~~ (H: ~:~ ~" r J .1: ~ .F~: ~ t" i · 'J ='t :r. t i i ; rl~~~ V{~ i~~i;'i; ~:,. ~ f ~.~; $1:~i (1; ~:t;(.'~P {i~i; t .tl' ~~'?: I p~ .- ....nli 5 i~~Ui BORING NO: SPT-20 WEATHER: N/A DRILLER: ROBERT LAINKO GFA INTERNATIONAL DATE CHECKED: 12/22/08 FLUID LOSS: NfA MAJOR SOIL COMPONENT OTHER COMPONENTS STANDARD PENETRATION TEST REG. (%) DEP1H N CUR V E 1 0 30 50 Lig ht 9 ray to tan with traces of si1t and rock. OI~21 8 t 1\ \ 39 ---~=: 100 SAND (SP) Loose to Dense Light 9 ray to tan with some rock and a trace of sl I t. 100 21~41 to - 8 8 7 / 1/ ._-- Gray with s H t. WEA THERED LIMESTONE (WLS) Loose to Medium Dense 100 41.6f 16 f I ~-~ ~ - i--~ 6 .. 1 o 25 61.8f I I 5 0 -- I-- Gray with peat and some rock, 100 a~-1 01 6 .. ~ . ~ ..:;;.~ SAND WITH SILT (5 P -8 M) Lig ht gray to ta n to brown with Very Loose to Loose some sheU. it' 100 131~15~ \ Light gray. SIL TV SAND (8M) Loose -- 100 181.20. 10 u ~--- Soil and rock snmplcs recovered usi ng ASTM 0-1586 test procedures. GFAINTERNATIONAL ~(i~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAYi MARCO ISLAND AIRPORT BORING NO: SPT-20 ELEV.I SOIL SYMBOLS REC. STANDARD PENETRATION TEST AND MAJOR SO~L COMPONENT OTHER COMPONENTS (%>t DEPTH CURVE DEPTH FIELD TEST DATA N ~ 10 30 50 - -21 SIL TV SAND (8M) - Loose - - -22 - -23 4 - WEATHERED . . Light gray with sand and some 6 .. - 8 LIMESTONE silt. -24 10 80 23.~25' 14 - ~~ (WLS) ! - --- -- ..- -~ ~ -25 -, Medium Dense I - -26 - -27 i---~ - ..... -28 --. - -29 - --30 - - i-- ' -- -31 - -32 - -33 - ~- -34 .1;'"_ - :...~- f0- r-- 35 or ; --- ~ . ~. - - -.... ~ -36 - -f-, -... -37 - -- i-- -38 I- -I-- f-- 39 I- f-40 I- ~41 - -42 - -43 ..... - - -44 - GFA N NA TIONAL ITER ~,~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAY. MARCO ISLAND AIRPORT PROJECT NO: 08~0913 STAR1': 12/22/08 FINISH: 12/22/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH D-50 DRILL CONTRACTOR: ELEV.: NJA GROUNDWATER: l' BORING METHOD: SPT/MU 0 ROTARY BORING NO: SPT~21 WEATHER: N/A DRILLER: ROBERT LAINKO GFA INTERNATtONAL DA~rE CHECKED:, 12/22/08 FLUID LOSS: N/A E LEV .1 SOl L SY MBa lS STANDARD PENETRATION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS REe. CURVE DEPTH Ft ELO reST DATA I%} DEPTH N ,0 30 50 -0 2: - SAND (S.P) - . .." .. ill .... .. Light 9 ray to dark 9 ray with ...... ., "" II ill" 2 - ... .. II. .. ill .... 2 Loose some rock) some silt and a ... .. .... ..... -1 .... 'II' III III . II 1 - 100 OI..2~ 4 II \ 212 2108 f trace of shell. - -2 1 Dark 9 ray to brown with sand .. 1 PEAT (PT) - 2 and sam e si It. -3 1 100 2t~41 3 - I f--4 .. . III. 6 - . . Light 9 ray with sift and some ~. .. ...... II I . II ... -II. ... ... ,III 3 I- 4 SAND (SP) rock. . 'II .. t f--5 ."".1. I.' 7 100 4'~61 7 . ..... illlI II 110 .... .... .' Loose . . ..... ........ ~ f- . , ".. II ~ ~ I - .. . II.. I -6 t - ... - , . . . -- - ..' r Light tan with a trace of rock. 'J : H 1 - : :: 1 ',---- 7 : : : 0 50 6~.8~ 2 l- . - f-.--.. 1--8 ~ ~ j '''r ! H 0 !- ~ :! 0 f--9 ::: 2 0 8~-10' 0 I- I-- SIL TV SAND (8M) f-- 10 Very Loose - iii -- ~1' .... ill ......." . - -12 .... .....~ ., .' ~............ ......:.:.: - 1--. ~ -13 .::: ~::ii' ~ - . Light gray to brown with silt. I-f- - ~ 4.t.~~t.. 0 SAND (SP) f ~i{~ 1 1 I-- - -~ f--14 15 131-15t ~ ... 11....... 11111 Very Loose - II 't [ .. .-~ I . t . . II .,. --15 ..' .. II . ill ... - f--16 f- 1-- ~17 - -18 - f---- ~19 f- 20 Soil and rock samp les recovered using ASTM D-15 86 test procedures, GFA INTERNATIONAL ~{iv RECORD OF TEST BORING PROJECT/LOCA TJON: PROPOSED NEW TAXIWAY, MARCO ISLAND AIRPORT PROJECT NO: 08-0913 START: 12/24/08 FINISH: 12/24/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: ELEV~: N/A GROUNDWATER: 1.5~ BORING METHOD: SPT/MUD ROTARY BORING NO: SPT -22 WEATHER: N/A DRILLER: ROBERT LAINKO GFA INTERNATIONAL DATE CHECKED: 12/24/08 FLIDn LOSS: N/A ELEV./ SOJl SYMBOLS STANDARD PENETRATION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS REC. CURVE DEPTH FIELD TEST DATA (%) DEPTH N 10 30 50 r-O .... .." r - I ~ _ ~ ~ ... - . ~ . . - - ~ - - . . I . - - - + . . ~ ~ Brown to light gray with rock] I-- SAND (SP) some silt a nd a trace of she II. ~1 .... ..' 2 100 ol_t 11 . I-- ~ ~.:: :~~:: Medium Dense I - "'4". ....11' ~ f--2 1 2124mB . ... ",. ... 4 - . . . . - r ~ . - - .. . - - ~ - . . . . . . . . , , Brown to gray with sand and 1 I f- 1 traces of si It and shell. ~3 1 PEAT (PT) 100 21-4~ 2 ~ -4 2 - . . . SANO. (S.P) . . . . . Lig ht 9 ray to 9 ray with some 5 i It . .... ill ." 2 I- a nd a trace of rock~ .. . ... ... t 1 .. .Vf!1.ry ,~~~~.~.., ---5 . .. t .. II .... , - Brown with sand~ 100 41-6' 3 . . , . . ~ -6 1 52.6% organic content 0 i-- 1 425% moisture content -7 0 100 61-8' 1 . r-- f--8 1 - 0 0 -9 0 PEA T (PT) 100 8 t.1 01 0 - -10 - -11 -".., ~- :...... ~ ~~ I ~ ~ .~:-- . -12 L . ..,- - ... 1--13 . 4 ... . .. I ... 3 - . ~ - . . . . . . ... - . . . . . . . . . Brown to light brown with a . ..... ..... i i:lli :~:l! 2 i I- 2 trace of silt. ~14 1 50 131-15~ 4 :1 ~ ~15 !- .. . 'II. .. II II...,. ... .. 'II. .... .... ...........t.. SAND (SP) ~16 ...111....... II. II. I . ...... Very Loose to - -17 1m!!:!! r Medium Dense - -18 Tan to gray with a trace of silt. ~ :i :; : :' : : 3 - .....~.... 4 -19 t ... ill ... , . .. . 6 70 18~-20' 7 4 . II .. II ." II' - J\P -20 .. ... "'''....... Soil and rock samples recovered using ASTM D.1586 test procedures. GFA INTERNATIONAL $~ RECORD OF TEST BORING PROJECT/LOCA TION ~ PROPOSED NEW TAXIWAYJ MARCO ISLAND AIRPORT BORING NO: SPT -22 ELEV./ SOIL SYMBOLS REC. STANDARD PENETRATION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS (%l) CURVE DEPTH FIELD TEST DATA DEPTH N 10 30 50 110 . I .. . .. . I-- ............ ~21 'It....... t- . . ... ..... .. ... ... ., SAND (SP) ~22 .. .. II . 41 ... . .. II, ... .. ...... ...... ....1'.. Very Loose to ... ..... II ... ........ .. ....111 .. . II.. r ~23 ....t... , ~ 1 Medium Dense T an to lig h t 9 ray with a trace of ...... .,. - .. t.... ... . . .. , III II . silt. 1. ~24 .. .. .. .... 75 231M25' 16 II ,...... .... f- . .. t .. ' II . .. ." ... ..... ~ -25 - -26 - -27 - -28 - -29 - -30 - -31 - -32 - -33 - -34 ..-. ... ~. - -35 . .c.. .. ,po ,_:'~ - ! -36 - ! -37 - -38 - -39 - -4() - -41 - -42 - -43 - -44 - . . GFA INTERNATIONAL ~,~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW Tf:V<IWAY. MARCO ISLAND AIRPORT PROJECT NO: 08-0913 START: 12/24/08 FINISH: 12/24/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRICH 0-50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: 2.5' BORING METHOD: SPT/MUD ROTARY BORING NO: SPT-23 WEATHER: N/A DRILLER: ROBERT LA1NKO GFA INTERNATIONAL DATE CHECKED: 12/24/08 FLUID LOSS: N/A ELEV./ DEPTH -0 I- f--- 1 I- -2 - -3 1-+ f--4 -5 ~6 t--7 :....-8 1--9 -10 i- ~11 I-- l--12 1--13 ~14 - -15 -16 -17 -18 -19 --20 SOIL SYMBOLS AND FIELD TEST DATA STANDARD PENETRATION TEST CURVE REC. (0/0) OTHER COMPONENTS MAJOR SOIL COMPONENT DEPTH N - 'I o~ .l' lJ 01' ~ :"I~: ~ I; 1 ~ '} :'1: F i: 1 :i ., :f: t \ : , F~{: ~,t: ~ ;j fl~ ti ~ 01 . [ .i' l' · ...Y....... · · '. ...,: - 5 12124108 2 ... .' ... .. . ....oil ... .. .... ... II. . .., .. ... ... 10 30 50 2 " \ \ 11 j J 4 t J Gray to dark brown with traces of rock an d organ ics. SAND WITH SILT (SP~SM) Very Loose 80 01.21 -. Lig ht tan to fig ht 9 ray to dark brown with silti peat a nd a trace of rock. SAND (SP) Medium Dense 100 21-41 2 -.,. -'.. 1 3 2 .. -. Dark brown with sand and silt. 100 41-61 1 o 1 o PEAT (PT) 80 6f.81 2 2 3 4 - . . . . . . - ~ . Brown to 9 ray with si It. 100 81.10' 5 SAND (SP) Loose ~ ., ......._I'o"t.. .. L.- - , '.-~ ..... ... :.. - . -... ... ~ - ~ - ~ I + .. . . . .. . - . . - . .. . . . I .. . Dark brown with sand. 23.90/0 moistu re content i PEAT (PT) 1450/0 moistu re conte nt 75 131~15$ 2 . ..... .... ~: J~ ~ :..";~ :~~~~ ~ :~~~~- ... ..,," .' .~... ... .. ....... . ." ." .... . . .... oil... . ... . ill ill. .. ... ." .... . .... .. I .. .... ..... .... . ..... ill ... Soil and rock samples recovered using ASTM D..1586 test procedures, GFA INTERNATIONAL ~,~~ RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAYs MARCO ISLAND AIRPORT BORING NO: SPT-24 PROJECT NO: 08-0913 START: 12/24/08 FINISH: 12/24/08 WEATHER: N/A BORING LOCATION: SEE SITE PLAN DRILLER: ROBERT LAINKO DRILL: DIETRICH D..50 DRILLCON1'1~ACTOR: GFA INTERNATIONAL ELEV.: N/A GROUNDWATER: 2t DATE CIIECKED: 12/24/08 BORING METHOD: SPT/MUD ROTARY FLUID LOSS: NJA El EV ./ DEPTH -0 - -1 - -2 -3 - -4 '-5 -6 - ~7 -8 -9 - -10 - -11 ~12 -13 - -14 - -15 -16 - -17 - -18 ~19 i- ---2.0 SOIL SYMBOLS AND Ft ELD TEST DATA STANDARD PENETRATlON TEST REC. CUR V E (%) DEPTH N MAJOR SOtl COMPONENT OTHER COMPONENTS 1 0 30 60 ~ii ~~i5 T Z z: t I 2 ~ ...:!l! rr r 12124109 ~~ ~ ~ :i ~~~ --, __H WEA THERED LIMESTONE (WLS) Very Loose to Medium Dense With some fines. 13 14 f .a 9 ~ Mt:i T ~~t l~:tz::; I 100 41.6~ 27 , - I / -1- --. 4 .J-..........~- :[ T :I 7 3 , 1 so 51..8t , - o 1 1 Brown with sa nd ~ 100 8~-1 O' .--- .::. _. ~"'!::- ~.r.o .-.-.rH ,. I o 1 o PEAT (PT) 100 13t~15J --- .. II .. IJ to ' if. .. . 11'. III." oil. ".. .... .. _.. ... .. - "II ...."...... ... . II .. ...... .. ill .. II II' . ... ... .. " .... ...... II' III.. .... II' ill.... III ." ...... . ... ..... .~ ~.::::~ . ... II... ill .. . ... ill. " ....... fi 4 4 Tan to light 9 ray with a trace of silt 100 1 B~-20r 9 SAND (SP) Loose SoU and rock samples recovered using ASTM D- t 58 6 lest llrocedure.'\, GFA INTERNATIONAL ~~~ RECORD OF TEST BORING PROJECT/LOCA TION: PROPOSED NEW TAXIWAY, MARCO ISLAND AIRPORT BORING NO: SPT ..24 ELEV./ SO tL SY M SOLS REC. STANDARD PENETRATION TEST AND MAJOR SOIL COMPONENT OTHER COMPONENTS (0/0 ) CURVE DEPTH Fll;LD TEST DA r A DEPTH N 10 $0 50 . . -II....... II. - ............. I .. .. .. .. It. -21 ... .. t" .... - SAND (SP) . .. ....ill. · . It Loose -22 . , .. '" 41 . - .. ....... .... .., . ill... --=.. f-- - "-- -- .- - -23 I; - . . -. - G ree n to I Ig ht 9 ray with a trace - SIL TV SAND (8M) of clay. ~ . . -2,4 6 100 231-251 9 Loose! - -- -25 . . . . . --. - - ...- ~ -26 - - -.......... - -27 ... -- I- - -28 i--- - - n_ f- - -29 - -30 - - -- - -- ~ - r-31 - -32 ~ -33 -' - - -- -34 - .... ---. l- t-- 35 - . . , . i---- .. y. -:.r - po I-- 36 f-. f-- 37 - -38 - I--~ -39 - -40 - -41 - ~42 ~ r-- 43 f- t--44 ~ .-.....- GFA INTERNATIONAL ~~~ .RECORD OF TEST BORING PROJECT/LOCATION: PROPOSED NEW TAXIWAY, MARCO ISLAND AIRPORT PROJECT NO: 08-0913 ST AH.T: 12/24/08 FINISH: 12124/08 BORING LOCATION: SEE SITE PLAN DRILL: DIETRJCH 0-50 DRILL CONTRACTOR: ELEV.: N/A GROUNDWATER: 41 BORING M.ETHOD: SPT/MUD ROTARY ElEV.J DEPTH .............--0 """""" r-1 ~2 ---3 -4 +- -5 - -6 ~7 I-- [l - ~9 r---- 10 ~11 I-- 1--12 -13 - -14 -15 1--16 t- ~17 f-- 18 I-- -1$ ;......,. .......20 ~ ~ ~: i H : ~ .,,\~: r ~.~: & ( ~ ~Ii t U; a ~:, :r. n f: ri,:H }ot": ?:':~ l! ~~ 1~t~~( -1.+ .i :J :1: t U: l:r;~~ ~ p j '.i:"$: ~ ri: '.h")",': I (I: & :l.',i:(i"f: .; ... :r. t l n ~~t1: f J .t: :J ~u: C L" f . ~:' ~ ~ f ~; : :. ~: ~ ~ '{~ r ~ - . . - · ~..~ · 4 III 1 :Hj~:,?j I ......tll-.. SO lL SYMBO LS AND FJ ELD TEST DATA ."--".11 ~:.~:::.:; 2 ; f:~j ~~j ~ 11= ill 41. III... ... ........ i11-11 - ~:I~H h , e. f n.-:.l \"r~ 8 ~ 01 :l~ , p ~ 7 i:l1: r J.t: 1 J ,\:.: err: j t(1~ ~ j 1 ~ ...x.... :r I ~~ l laiC t :1 ~:I: i ~ P 12 12/24/08 .i:L~: i J .t; .2 ~ .1 :1:( I' r: 3 j ~.I :J: i i i ~ 1 f( .1~ ~ \:r~ : "f: r~ 1 1 1 ~2 BORING NO: SPT -25 WEATHER: N/A DRILLER: ROBERT LAtNKO GFA INTERNATIONAL DATE CHECKED: 12/24/08 FLUID LOSS: N/A MAJOR SOIL COMPONENT OTHER COMPONENTS STAN DARD PENETRA T10 N TEST REe. f %) DEPTH N CUR V E 10 30 50 SAND (SP) Very Loose o ark brown to brown with traces of si It~ rock and organics. O'_2f 3 ." --f- 100 SAND WITH SILT (SP~SM) Loose to Medium Dense Lig ht brown to gray to brown to lig ht 9 ray with rock. , 100 2'.41 15 ~}--. 5 ~=.. -r- Light gray to tan with a trace of rock. 80 41-6' j.o- .-- -~ -I-- - -- f.- Brown with sand. PEAT (PT) 75 6i-S- 2 ..... - \ \ 1 ~-- -- Gray to tan with some orga n ias. 8 8'..101 .- 100 SAND WITH SILT (SP-SM) Loose 1-- ..~ a .-"": ~ ~ .. .......:...: ~ SAND (SP) Very loose Lig ht 9 ray to 9 ray to brown to green with a trace of si it. 50 13~~ 151 3 . -~~ ~-- -- Soit and rock samples recovered using ASTM D~] 586 test procedures. GFA INTERNATIONAL Appendix E - Discussion of Soil Groups Appendix F - Double Ring Infiltration Records 5851 Country lakes Drive. Fort Myers. Fl33905 (239} 489-2443 . (239) 489-3438 (fax) DOUBLE RING INFIL TRAftON TEST (ASTM 0-3385) Client Name: a, Grady Minor & Associates] P.A. Project Name: Marco Isrand Airport ProJect N urn ber: 08-0913 Date: 23 December 2008 Test Location: DR-1 T echnici an: Bob Lainko f Caf!1eron McNabb Elapsed Volu me of Volume of Volume of Volume of water Test head Inner Ring Outer Ri ng Incremental fncram ental Time water added to water added water added added to outer Diameter Diameter Infiltratlo n I n Ii I t r a ti 0 n inner ring to outer ring to In ner ring ring Rate: Rate: Inner Ring Annular Area (minutes) (ml) (m!) (in;.1) (inJ) (in) (in) (in) ( in/hrl (i nth r) 10 20 200 1.22 12,20 6 12 23.5 0.06 0.23 20 40 250 2.44 15.26 6 12 23.5 O~13 0.29 30 20 400 1.22 24.41 6 12 23.5 0.06 0.46 40 20 500 1.22 30.51 6 12 23.5 O~O6 Oa57 Avg Ot32 I--~-.~_.__._-'._~-_._-- 1.s 1 --I~--~' I CO a:: C o ;; ~ .::~ u::..c =1; c;~ .... C G:I E f (.) .s ~---~-~"-~-~---~-'._._-_."'.--".I ~--r----'---- ------~l [-.-------.~~.l ' ____:-- ::;~I:::re~ ! I I o I L__- ~--..--~~ I 1 I -~-------~~I-~-=-=- f ~ ----=---~-.-~-~l . 20 30 40 50 I ..__~___-J 10 Elapsed Time (minutes) Resp~ctfuUy submitted, G FA INTERNATIONAL.., IN\~. CA# 4930 2/16/2009 Christopher J. PacittQr P .E. Professionat. Engineer # 59445 State of Florida Environmental' Geotechnical. Construction Materlals Testing. Special & Threshord inspections . P~an Re'oJiew & Code Compliance Florfda., Leading EngIneerIng Source- WWN.teamgfa.com 5651 Country Lakes Drive - Fort Myersj FL 33905 (239) 489-2443 . (239) 489-3438 (fax) DOUBLE RING I NFIL TRA TION rEST (ASTM 0-3385) Client Name: Q. Grady Minor & Associatess P ,A. Project Name: Marco Island Airport ProJect N urn ber; 08~0913 Date: 23 Decembe r 2008 Test Location: DR-2 Technician: Bob lainko I Cameron McNabb Erapsed Volume of Volume of Volume of Vo[ume of water Test head I nner Ring Outer Ring Increm ental Incremental Time water added to water added water added added to outer Diameter Diameter Infiltration Infiltration inner rjng to outer ring to inner ring ring Rate: Rate: tnner RI ng Annu lar Area (minutes) (ml) (mn (inJ) (in;)) (in) (in) (in) (i n/h r) (i n/hr) 5 680 1750 41.50 106.79 6 12 23.5 4.41 4~OO 10 380 600 23.19 36.61 6 12 23.5 2.46 1.37 15 340 750 20.75 45.77 6 12 23.5 2.20 1.71 20 430 950 26.24 57.97 6 12 23.5 2.79 2.17 25 400 950 24.41 57.97 6 12 23.5 2.59 2.17 30 390 aoo 23.80 48.82 6 12 23.5 2.53 1~83 35 370 875 22.58 53.40 6 12 23.5 2.40 2.00 Avg 2.20 Q) ~ c- O ~ ~1:"3 u::..c: t:1: n;=:="2 .... c c>> E ~ o = 4 -- I --~---~~J----~ -----L~~- :~:~:~::rea ~-- 5 i----- _ _ u _. _ __ .___._.____..L~~_ ._.. " . _... ._ - n .. ____._~_~. ~ ~._. -_ - _- ---... __ __m"... _ r. __.__. _n.. ._ ~~.. _.. _~_..... ... - - t - - -~ ~--- -. ---- ._u .... .. - -- . i L __.._ ._n .,.__ _. _._~ ... . _ - - - - n._ ...._~ . 1 - -. -.- -- ----.-... .._-_._._~. ". - . . -....-t._.._.."~,,.~.-..- ..--~ .-_...~----~.. ... ...--. , j j l i r.------~----. ....- ... - .n___. ____con __.. _.. _. -._ --- -.______ _c. +__________n___ _____ ____.___ . --. ------1-- o +--- l_.__~____~_-~--1-~ 20 30 40 Elapsed Time (minutes) Respectfully submittedt GF A I NTERNA TIONAL, INC. CA# 4930 2/16/2009 Christopher J. Pacitto1 P.E. Professlonar Engineer #. 59445 State of Florida Envlronmentar . Geotechnicaf . C(,nstructlon Materials Testing . Special & Threshold lnspections - pfan Revlew & Code Compliance F[orldals Leading Engineering Source WNN.teamgfa.com 5851 Country Lakes Drive. Fort Myers, FL 33905 (239) 489-2443 . {239} 489-3436 (fax) DOUBLE RING INFILTRATION TEST (ASTM 0..3385) Client Nam e: Q. Grady Minor & Associatesl P .A. Project Name: Marco Island Airport Project Number: 08-0913 Date: 23 December 2008 Test Location: DR-3 Technic i an: Bob Lainko I Ca meron McNabb Elapsed Volume of Volume of vorume of Volume of water Test head I nner Ring Outer Ring Incrementa I Incremental Time water added to water added water added added to outer Diameter Diameter Infiltratlo n InfUtratlo n Inner ring to outer ring to in ner ring ring Rate: Rate: I nner Ring Annular Area (minutes) (mt) (ml) (in~) (jn~) (in) (in) (in) (ln/hr) (i nth r) 10 440 1825 26.85 111.37 6 12 23.5 1.43 2.09 20 510 1750 31.12 106.79 6 12 23.5 1.65 2.00 30 600 1850 36.61 112.89 6 12 23.5 1.94 2.11 40 580 1775 35.39 108.32 6 12 23.5 1.88 2.03 50 480 1800 29,29 109,84 6 12 23.5 1.55 2.06 60 530 1800 32.34 109.84 6 12 23.5 1~72 2.06 70 440 1700 26.85 103.74 6 12 23.5 1.43 1.94 80 460 2100 28.07 128.15 6 12 24.5 1.49 2.16 Avg 1~82 3 r~.-------:--~'-:~-~ j i j , i ' ; i ! 2 T-.----- - ----~-l-- --...-- -- i -. - - ---~~~ --- --- ..-- I ~ ---. 1 ----I~~~l I en ....., El. c o ~ ~'C U:.c c-- - c -E-1 CD E ~ o .5 r---i l --------!-- ~ ~ --------t -.-In~;--~r--'''. J -r Annular Area ---' [ - -~.............-............ I o +--~i---~.~ o 10 20 40 60 70 80 30 50 Elapsed Time (minutes) Respectfully submitted I GFA lNTERNATICNALllNCt CAif. 4930 ~ZJ 2/16/2009 Christopher J. PaclUo1 P. E. Professional Engln~r # 59445 State of Florida Environmental. Geotechnical. Constructfon Materials TestJng . specfal & Threshold Inspections. PJan Review & Code ComplIance FlorJda.s LeadIng Engineering Source YNIN.teamgfa.com ----I ~ I I ~j 90 5851 Country Lakes Drive. Fort Myersl FL 33905 (239) 489-2443 . (239) 489-3438 (fax) DOUBLE RING INFILTRATION TEST (ASTM 0-3385) Client Name: Q. Grady Minor & Associates. P.A. Project Name = Marco Jsland Airport Project N u m bar: 08-0913 Date: 23 Oecembe r 2008 Test Location: DR-4 T echn ic ian: Bob lain ko I Cameron MeN abb Elapsed Volume of Volume of Volume of Volume of water Test head I nner Ring Outer Ring Incremental Incremental Time water added to water added water added added to outer Diameter Diameter r n 111 tratl 0 n f n fi I tra t 10 n inner ring to outer ring to inner ring ring Rate: Rate: In ner Ring An nular Area (minutes) (mn (mD (fnJ) (i n :1) (in) (in) (in) (I n/h r) (ln/h r) 10 10 300 0.61 18.31 6 12 23.5 Oa03 0.34 20 10 150 0.61 9.15 6 12 23.5 0,03 0.17 30 20 150 1.22 9.15 6 12 23.5 0.06 0.17 40 10 200 0.61 12.20 6 12 23.5 O~O3 0.23 Avg 0.13 r-~:--~~--'==~r~~----~~~~:----_._-- ~ ! ~ C [ I R" ~ o -~ nnar lng J ~ 'C' _ -*- ~_~ular Area_ ti:al: I Be: S~ c Q) E ~ o .E ---1 I I I l -1 50 1 ' o -I-~~------~----b~-~~--t----~-t ~-=--~t L____~_-- _~__ 1 0 EI:p~ed Time (min~~eS) 40 Respectfully submitte,d. GFA INTERNAorrrONAL.I.NC. CA# 4930 2/16/2009 Christopher J. Pacitto, P.E, Professional EngIneer # 59445 State of F10tida Environmental. Geotechnical. Construction Materials Testrng . Special & Threshold Inspections. Plan Review & Code Compliance Florldats Leading Engineering Source WNW.teamgfa.com 5851 Country Lakes Drive. Fort Myers. Fl33905 (239) 489-2443 . (239) 489*3438 (fax) DOUBLE RING INFILTRATION rEST (ASTM D~3385) Client Name: a. Grady Minor & Associatest P.A. Project Name: Marco Island Ai rport Project N urn ber: 08-0913 Date: 23 December 2008 Test Location: DR-5 Technician: Bob Lainko I Cameron McNabb Elapsed Volume of Volume of VoJ ume of Votume of water Test head lnner Ring Outer Ring Incremental Incremental Time water added to water added water added added to outer Diameter Diameter In fi I t ra ti 0 n Infiltration in ner ri ng to outer ring to inner ring ring Rate: Rate: In ner Ring Annular Area (minutes) (ml) (ml) (in:.i) (fnJ) (in) (in) (in) (I n/h r) (In/hr) 5 750 2450 45.77 149.51 6 12 23.5 4.86 5~60 10 790 1725 48.21 105.27 6 12 23.5 5~12 3.94 15 860 1425 52.48 86.96 6 12 23.5 5~57 3.26 20 230 1750 14.04 106.79 6 12 23.5 1.49 4.00 25 230 1650 14.04 100.69 6 12 24.5 1.49 3.37 30 30 1850 1.83 112.89 6 12 25.5 0.19 3.41 35 10 1800 0.61 109&84 6 12 26.5 0.06 3.01 40 10 1750 0.61 106.79 6 12 27.5 0.06 2.67 Avg 1.37 I ~ 6 +~ -- --:- --- J~ -- -------=~ Inner Ring ~ : L._________,_ _____________ ! -*-Annular Area }--. ~ ~ 3 _ ..______ ______ .__+_________._____ 1--.~-------,.--..--~~~~-u~:~--..-:--------.-l-~~-~~~-~~:-..--.u~:-~~~_--. ~ - 2 - --------- ..... --.. -- -- --t-- ..-..----.---- -----~~..- --- --- ---- .. -- -- L_ -.- -. ...... -----..---- '--" ---- ----.-----.. .-. I : -----:=~.~--J~--------.----------------;---...~=: -~~~=---- - .~..-----...- -- o 10 20 30 40 50 L- Elapsed Time (minutes) Respectfully submitted ~ GF A ItJ1ERNA TI01\tAL1 INC~ CA# 493"0 2/16/2009 Christopher J. PaclttoJ P .E. Professional Engineer'# 59445 State of Florida Environmental . Geotechnical . Construction Materials Testing . specla1 & Threshord Inspections. Plan Review & Code Compliance Florlda.s leadIng Engineering Source www.teamgfa.com Appendix G ~ Static Cone Penetrometer Records 5851 Country Lakes Dr. · Fort Myers. FL 33905 · 239-489-2443 I nternationat FAA 239-489-3438 STATIC CONE PENETROMETER TEST lOG CI ien t: Q. Grady Minor & Associates, P.A. Date: 12/30108 Project: Proposed New Taxiway - Marco Island Airport Ad d ress ~ Marco Isla n d, Coli Ie r Co u nty) Florid a Project #: 08-0913 Tech: Robert Lainko Locatio n: SCP - 1 Location: SCP-2 Depth Readings (kg/cm2) Depth Readings (kg/cm2) O~3ft 20 o RO 1 ft 10 1-2ft 20 1..2ft 10 2-3ft 20 2... 3 ft 10 3-4ft 10 3-4ft 10 4-5ft 25 4-5ft 35 5-6ft 40+ @ 5' 6u 5-6ft 40+ @ 5' 911 6... 7 ft 6-7ft 7-8ft 7-8ft Locatio n: SCP-3 Location: SCP-4 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-1ft 28 Q-1ft 23 1 - 2 ft 28 1 .. 2 ft 14 2-3ft 24 2-3ft 14 3-4ft 15 3-4ft 14 4-5ft 15 4..5ft 10 5-6ft 40 5-6ft 40+ @ 61 6~7ft 40+ @ 6' 6u 6..7ft 7-8ft 7-Bft ENVIRONMENTAL · GEOTECHNICAL · MATERtALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country Lakes Dr. · Fort Myers I FL 33905 0 239 ~489-2443 International fAX 239-489-3438 STATIC CONE PENETROMETER TEST LOG Client: Q, Grady Minor & Associates, P~A. Date: 12/30/08 Project: Proposed New Taxiway - Marco Island Airport Add ress: Marco I sta n d $ Collier Cou n ty, Florida Project #: 08-0913 Tech: Robert Lainko Locati 0 n : SCP-5 Location: SCP-6 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-3ft 15 Q..1ft 8 1 ~ 2 ft 15 1 - 2 ft 8 2-3ft 15 2..3ft 8 3-4ft 15 3 - 4 ft 8 4-5ft 15 4-5ft 8 5-6ft 40+ @ 6- 5-6ft 40+ @ 5' 6" 6-7ft 6M7ft 7-8ft 7-8ft Locatio n: SCP-7 Location: SCP...8 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-1ft 8 Q-1ft 7 1 - 2 ft 8 1 .. 2 ft 7 2-3ft 8 2-3ft 7 3-4ft 8 3..4ft 7 4..5ft 32 4..5ft 40+ @ 5' 5~6ft 40+ @ 5..10n 5-6ft 6-7ft 6-7ft 7-8ft 7 - 8 ft ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS · PRIVATE PROVIDER OFFtCES THROUGHOUT FLORIDA 5851 Country Lakes Dr. · Fort Myers, FL 33905 0 239~48g-2443 International FAX 239-489~3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associates, P ,A. Date: 12/30/08 Project: Proposed New Taxiway - Marco Island Airport Add ress: Marco I sian d t Co I Ii e r Cou n ty f Florida Project #: 08-0913 Tech: Robert Lajnko Location: SCP-9 Location: SCP - 10 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-3ft 7 Q-1ft 7 1 - 2 ft 7 1 .. 2 ft 7 2..3ft 7 2-3ft 7 3-4ft 7 3-4ft 7 4-5ft 40+ @ Sf 4-5ft 35 5 - 6 ft 5..6ft 40+ @ 5. an 6-7ft 6-7ft 7..8ft 7-8ft Location: SCP - 11 Location: SCP -12 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-1ft 7 Q-1ft 5 1 - 2 ft 7 1-2ft 5 2-3ft 7 2-3ft 5 3-4ft 7 3 .. 4 ft 5 4..5ft 40+ @ 5' 4-5ft 35 S..6ft 5-6ft 40+ @ 6' 10u 6-7ft 6-7ft 7 - 8 ft 7..8ft ENVIRONMENTAL · GEOTECHNrCAL · MATERIALS TESTING · THRESHOLD AND SPEC'AL INSPECTIONS · PRIVATE PROVIDER OFFrCES THROUGHOUT FLORIDA 5851 Country Lakes Or. · Fort Myers) FL 33905 · 239-489-2443 t nternational FAX 239 -489..3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associates. P.A. Date: 12/30108 Project: Proposed New Taxiway - Marco Island Airport Address: Marco Island, ColBer CountYt Florida Project #: 08-0913 Tech: Robert Lafnko La cation: SCP.. 13 Locati on: SCP - 14 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-3ft 8 Q-1ft 8 1 - 2 ft 8 1 .. 2 ft 8 2-3ft 8 2-3ft 8 3-4ft 8 3-4ft 8 4-5ft 40+ @ 51 4-6ft 25 5-6ft 5-6ft 35 6-7ft 6-7ft 40 7..8ft 7-8ft 22 Location ~ SCP - 15 Locati on: SCP -16 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-1ft 8 Q-1ft 8 1 ~ 2 ft 8 1 - 2 ft 8 2-3ft 8 2~3ft 8 3-4ft 8 3-4ft 8 4..5ft 8 4 - 5 ft 8 5..6ft 23 5-6ft 21 6-7ft 17 6-7ft 38 7-8ft 17 7-8ft 35 ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS · PRiVATE PROVIDER OFFiCES THROUGHOUT FLORIDA 5851 Country Lakes Dr. · Fort Myerst FL 33905 0 239-489-2443 International FAX 239 -4a9~3438 STATIC CONE PENETROMETER TEST LOG CHent: Q. Grady Minor & Associates, P.A~ Date: 12/30/08 Pro j ect: Pro posed New Taxiway.. Marco Island Arrpo rt Add ress: M a reo Isla nd. Cal fier Cnu nty I F 10 rida Proj ect #: 08-0913 Tech: Ro bert Lain ko Location: SCP - 17 Location: SCP - 18 Depth Readings (kg/cm2) Depth Readings (kg/cm2) O..3ft 7 0-1ft 7 1 - 2 ft 7 1 - 2 ft 7 2-3ft 7 2-3ft 7 3-4ft 7 3-4ft 7 4MSft 7 4-5ft 15 5-6ft 7 5-6ft 25 6-7ft 21 6..7ft 38 7-8ft 21 7-8ft 13 Location: SCP - 19 Loca tion: SCP - 20 Depth Readings (kg/cm2) Depth Readings (kgfcm2) 0-1ft 6 O~1ft 7 1-2ft 6 1 .. 2 ft 7 2..3ft 6 2-3ft 7 3-4ft 6 3 .. 4 ft 7 4-5ft 23 4 - 5 ft 35 5-6ft 35 5-6ft 40+ @ 516ft 6-7ft 30 6-7ft 7-8ft 18 7..8ft ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTiONS · PR1VATE PROVIDER OFF!CES THROUGHOUT FLORIDA 5851 Country Lakes Or. · Fort Myers) FL 33905 Ct 239-489-2443 International FAX 239-489-3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associates, P.A. Date: 12/30108 Project: Proposed New Taxiway -. Marco Island Airport Ad dress: M area Is ran d I Collie r Co u nty. Florida Project #: 08-0913 Tech: Robert Lainko Location: SCP .. 21 Locatio n: SCP - 22 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-3ft 7 o ~ 1 ft 8 1 - 2 ft 7 1 - 2 ft 8 2-3ft 7 2 ft - 3~5 ft 8 3-4ft 7 3.5 ft - 4 ft 23 4-5ft 35 4 - 5 ft 40+ @ 4' 611 5-6ft 38 5-6ft 6-7ft 30 6-7ft 7-8ft 20 7-8ft Locati 0 n: SCP ... 23 Location: SCP - 24 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-1ft 7 o - 1 ft 7 1 - 2 ft 7 1 ~ 2 ft 7 2-3ft 7 2-3ft 7 3-4ft 35 3... 4 ft 35 4..5ft 35 4 - 5 ft 40+ @ 5l 5-6ft 28 5~6ft 6..7ft 20 B..7ft 7-8ft 22 7-8ft ENVIRONMENTAL. GEOTECHNICAL · MATERJALS TESTING · THRESHOLD AND SPECIAL INSPEcrrONS . PRIVATE PROVIDER OI=FJCES THROUGHOUT FLORIDA 5851 Country Lakes Dr. · Fort Myers, FL 33905 · 239-489-2443 I nternationat FAX 239-48983438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associates1 P.A. Date: 12/30108 Project: Proposed New Taxiway - Marco Island Airport Add ress: M area Isla nd l Co iii er Co u n ty, Flo rida P roj ect #: 08-0913 Tech: Robert Lainko Location: SCP .. 25 Location: SC P - 26 Depth Readings (kg/cm2) Depth Readings (kg/cm2) . a-3ft 6 Q-1ft 7 1 - 2 ft 6 1-2ft 7 2-3ft 6 2..3ft 7 3-4ft 6 3..4ft 38 4-5ft 25 4-5ft 40+ @ 4' 2u 5-6ft 15 5-6ft 6-7ft 10 6-7ft 7-8ft 19 7-8ft Locatio n: SCP ... 27 Location: SCP - 28 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-1ft 12 Q..1ft 12 1 - 2 ft 12 1-2ft 12 2-3ft 12 2-3ft 12 3-4ft 35 3-4ft 40+ @ 4~ 4..5ft 40 4-5ft 5-6ft 40 5 .. 6 ft 6-7ft 21 6-7ft 7..8ft 22 7-8ft ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS · PRJVATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country lakes Dr. · Fort Myers. FL 33905 0 239~489~2443 r nternational FAX 239~489-3438 STATIC CONE PENETROMETER TEST LOG CHent Q. Grady Minor & Associates. P.A. Date: 12/30108 Project: Proposed New Taxiway.. Marco Island Ajrport Address: Marco Island, CoUier CountYI Florida Pro ject #: 08-0913 Tech: Robert Lainko La cation: SCP - 29 Locatio n: SCP - 30 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-3ft 7 o ~ 1 ft 8 1 - 2 ft 7 1 .. 2 ft 8 2-3ft 7 2-3ft 8 3~4ft 32 3-4ft 20 4-5ft 37 4-5ft 32 5-6ft 39 5-6ft 32 6-7ft 23 6-7ft 20 7-8ft 15 7..8ft 11 Location: SCP - 31 Loca tio n: SCP ~ 32 Depth Readings (kg/cm2) Depth Readings (kg/cm2) o - 1 ft 8 Q-1ft 7 1 - 2 ft 8 1 - 2 ft 7 2-3ft 8 2-3ft 7 3~4ft 10 3-4ft 35 4 - 5 ft 20 4-5ft 40+ @ 4' 6" 5-6ft 26 5-6ft B-7ft 20 6-7ft 7-8ft 16 7... 8 ft ENVIRONMENTAL · GEOTECHNtCAL · MATERrALs TEST1NG · THRESHOLD AND SPECIAL INSPECTIONS' PRlVATE PROV~DER OFFrCES THROUGHOUT FLORIDA 5851 Country lakes Dr. · Fort Myers1 FL 33905 €I 239w489~2443 International FAX 239-489-3438 STATIC CONE PENETROMETER TEST LOG CHent Q. Grady Minor & Associates, P.A. Date: 12/30108 Project: Proposed New Taxiway - Marco island Airport Address: Marco Islandl Collier County, Florida P roj ect #: 08-0913 Tech: Robert Lainko Location: SCP - 33 Location: SCP - 34 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0... 3 ft 8 Q-1ft 3 1 - 2 ft 8 1 - 2 ft 3 2..3ft 8 2-3ft 3 3-4ft 17 3-4ft 3 4-5ft 30 4-5ft 15 5~6ft 33 5~6ft 42 6M7ft 23 G..7ft 38 7-8ft 13 7~8ft 12 Location: SCP .. 35 Location: SCP 04 36 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-1ft 4 Q-1ft 3 1 - 2 ft 4 1 - 2 ft 3 2-3ft 4 2-3ft 3 3-4ft 4 3-4ft 3 4-5ft 4 4-5ft 3 5..6ft 12 5-6ft 3 6-7ft 42 6-7ft 9 7-8ft 20 7-8ft 12 ENVtRONMENTAL. GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS . PR~VATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country lakes 9[. ~:f~ Myers. FL 33905 ~~~~9,,-~489-2443 J nternationat fAX 239-489-3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associates, P.A. Date: 12/30108 Project: Proposed New Taxiway - Marco Island Airport Address: Marco Island1 Collier County. Florida Project #: 08-0913 Tech: Robert Lainko Location: SCP - 37 Loca lion: SCP - 38 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-3ft 5 Q-1ft 5 1 - 2 ft 5 1 ~ 2 ft 5 2-3ft 5 2-3ft 5 3-4ft 5 3-4ft 5 4-5ft 5 4 - 5 ft 5 5-6ft 5 5-6ft 5 6-7ft 10 6-7ft 19 7-8ft 24 .7..8ft 25 Location: SCP ... 39 Location: SCP - 40 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q..1ft 5 0-1 ft 10 1 .. 2 ft 5 1 - 2 ft 10 2-3ft 5 2-3ft 10 3-4ft 5 3-4ft 10 4-5ft 5 4-5ft 10 5-6ft 17 5..6ft 4 6~7ft 40+ @ 6110" 6~7ft 40+ @ 6t 10u 7-8ft 7-8ft ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL tNSPECTIONS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country lakes Dr. e fort Myers, FL 33905 ~ 239~489-2443 International FAX 239~489~3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associatesl P ~A. Date: 12/30/08 Project: Proposed New Taxiway - Marco Island Airport Address: Marco Islandt Collier County~ Florida . Project #: 08-0913 Tech: Robert Lainko Locatio n: SCP - 41 Location: SCP - 42 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-3ft 9 0-1ft 15 1 - 2 ft 9 1 04 2 ft 15 2-3ft 9 2-3ft 15 3-4ft 9 3-4ft 15 4-5ft 9 4-5ft 15 5-6ft 5 5...6ft 3 6~7ft 23 6-7ft 15 7-8ft 22 7-8ft 28 Location: SCP - 43 Location: SCP - 44 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-1ft 3 0-1ft 3 1 - 2 ft 3 1 - 2 ft 3 2..3ft 3 2..3ft 3 3-4ft 3 3-4ft 3 4..5ft 3 4-5ft 3 5-6ft 40+ @ 61 5-6ft 26 6-7ft 6-7ft 45+ @ 61 4U 7-8ft 7-8ft ENVIRONMENTAL · GEOTECHNICAL · MATERlALS TESTING · THRESHOLD AND SPECIAL INSPECT10NS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country lakes Dr. · Fort Myers ~ FL 33905 · 239~489.2443 In t ern at ion al FAX 239~489~3438 STATIC CONE PENETROMETER TEST LOG Crient: Q. Grady Minor & Associates1 P .A. Date: 12/30/08 Project Proposed New Taxiway - Marco Island Airport Ad d re 55: M area I sJand. Co I J ier Co un ty, Flo rida Project #: 08-0913 Tech: Robert Lainko Locatio n: SCP - 45 Location: SCP - 46 Depth Readings (kg/cm2) Depth Readings (kg/cm2) a..3ft 3 0-1ft 7 1 - 2 ft 3 1 .. 2 ft 7 2-3ft 3 2-3ft 7 3-4ft 3 3-4ft 24 4-45ft 3 4-5ft 22 5 - 6 ft 40 5-6ft 22 6 - 7 ft 40+ @ 61 21f 6-7ft 22 7 - 8 ft 7..8ft 3 Location: SCP - 47 Location: SCP - 48 Depth Readings (kg/cm2) Depth Readings (kg/cm2) o .. 1 ft 3 0-1ft 5 1 - 2 ft 3 1-2ft 5 2-3ft 3 2 ... 3 ft 5 3-4ft 3 3-4ft 5 4-5ft 7 4~5ft 26 5 - 6 ft 32 5..6tt 40+ @ 5' 4" 6 - 7 ft 25 6-7ft 7..8ft 30 7..8ft ENVIRONMENTAL' GEOTECHNICAL. MATERIALS TESTING · THRESHOLD AND SPECIAL lNSPECTIONS. PRIVATE PROVIDER OFFICES THROUGHOUT FLORlDA 5851 Country Lakes Dr. · Fort Myers, FL 33905 · 239~489~2443 International FAX 239~489w3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady M i no r & Associates, P .A. Date: 12/30/08 Project: Proposed New Taxiway - Marco Island Airport Address: Marco Jsland, Collier CountYI F!orida Project #: 08-0913 Tech: Robert Lainko Locati on: SCP - 49 Location: SCP - 50 Depth Readings (kg/cm2) Depth Readings (kg/cm2) 0-3ft 25 Q-1ft 7 1 - 2 ft 25 1~2ft 7 2-3ft 8 2-3ft 15 3 - 4 ft 17 3-4ft 40+ @ 3' au 4..5ft 40+ @ 5~ 4-5ft 5-6ft 5~6ft 6..7ft 6-7ft 7-8ft 7..8ft Location: SCP ~ 51 Location: SCP - 52 Depth Readings (kg/cm2) Depth Readings (kg/cm2) ON1 ft 4 Q...1ft 4 1 - 2 ft 4 1-2ft 4 2..3ft 4 2-3ft 4 3-4ft 11 3-4ft 4 4H5ft 40+ 4..5ft 4 5-6ft 5..6ft 4 6-7ft 6-7ft 4 7-8ft 7-8ft 4 ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPEC,AL INSPECTIONS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country Lakes Dr. · Fort Myers~ FL 33905 · 239~489~2443 International FAX 239-489-3438 STATIC CONE PENETROMETER TEST LOG Client: Q. Grady Minor & Associates, P.A. -Date: 12/30/08 Project: Proposed New Taxiway - Marco Island Airport Address: Marco Island, Collier County, Florida Proj ect #: 08-0913 Tech: Robert Larnko Location: SCP - 53 Location: SCP - 54 Depth Readings (kg/cm2) Depth Readings (kg/cm2) Q-3ft 16 0-1ft 5 1 - 2 ft 16 1 - 2 ft 5 2-3ft 13 2-3ft 5 3..4ft 3 3-4ft 5 4-5ft Unable to Advance Probe 4-5ft 5 5..6ft 5-6ft 25 6-7ft 6-7ft Unable to Advance Probe 7~8ft 7-8ft Location: SCP - 55 Location: SCP - 56 Depth Readings (kg/cm2) Depth Readings (kg/cm2) o - 1 ft 40+ @ 1 t o - 1 ft 15 1..2ft 1 - 2 ft 15 2-3ft 2-3ft 15 3..4ft 3-4ft 17 4-5ft 4-5ft 8 5-6ft 5-6ft 5 6-7ft 6-7ft 3 7..8ft 7-8ft Unable to Advance Probe ENVIRONMENTAL' GEOTECHNICAL. MATERIALS TESTING' THRESHOLD AND SPECIAL INSPECTIONS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA 5851 Country Lakes Or, · Fort Myerst FL 33905 · 239~489.2443 In t er n a tJ ona~ FAX 239-469-3436 STATIC CONE PENETROMETER TEST LOG Client Q. Grady Minor & Associates. P.A. Project Proposed New Taxiway - Marco Island Airport Add ress: Marco I sland ~ Coil ier Cou nty f Florida Date: 12/30108 proj ect #: 08-0913 Tech: Robert Lainko Location: SCP - 57 Location: SCP - 58 Depth Readings (kg/cm2) Depth Readings (kgfcm2) Q-3ft 7 0-1ft 7 1 - 2 ft 7 1 ~ 2 ft 7 2-3ft 7 2-3ft 7 3-4ft 7 3-4ft 7 4-5ft Unable to Advance Probe 4-5ft 7 5-6ft 5-6ft 7 6-7ft 6-7ft 40+ @ 6r 9u 7-8ft 7 - 8 ft Locatio n : Location: Depth 0-1 ft 1 - 2 ft 2-3ft 3..4ft 4-5ft 5-6ft 6..7ft 7-8ft Readings (kg/cm2) Depth 0-1ft 1 N 2 ft 2-3ft 3-4ft 4N5ft 5-6ft 6-7ft 7-8ft Readings (kgfcm2) ENVIRONMENTAL · GEOTECHNICAL · MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA Appendix H - California Bearing Ratio (CBR) Test Reports !.i8S 1 Country Lakes Or. -0 Fori Myers, FL 3390!) Co 2~19-.489-2443 ~":I . ... ~I_-'-"''--' ..... ...----.~....--.. ~~~ .. - Internatiol1[:11 mx 239 -489-3438 CALIFORNIA BEARING RATIO CLIENT: Q. Grady Minor & Associates, P .A. PROJECT: New Taxiway. Marco Island Airport LOCATION: CBR-1 SOIL DESCRIPTION: LAB NO: 08-0913 SAMPLED BY: Bob Lainko DATE SAMPLED: 12/30/2008 TESTED BY: David Richter Gray Sand with Trace Roots DATE TESTED: 1/6/2009 SPECIFICATION GOVERN.ING: ASTM D~1557 RESUL 15 OF TEST: PERCENT M01STURE 10.0 12.0 14.0 16.0 Optimum Moisture: 13.7 Maximum Dry Density: 102.8 CBR @ Max Density: 18 Surcharge Weight: 1 0 1 bs. Soak Tirne: 96 h rs. WET DENSITY 111.2 114.4 117.1 116.9 1 03 -~.._.._. ~ i ! .-... u.. o 1 02 ' n... ""-"" ~ U5 z w ~ 101 -I C I Respectfully Submitted. GFA It~TEf~NA TION.~L, INC~ FBPE CA #4930 _-------L~"_.~~~ "._ ~-::. 62/16/2009 Christopher J. Pacitto. P~E. Professional Engineer #59445 State of Florida DRY DENSITY 1 01 ~ 1 1 02. 1 1 02. 7 1 00.8 f .1 , , , I . ) : I ~ L:.. ~ , ' . , , j ~ ; 1 : ! : 1 00 .1 ._"_...~~---' - ~-r---------~ - -I ~ i . ~ i - . ~ I . .. -..-. -.,.--- -..--..., 9 11 12 13 14 MOISTURE D;(. 16 17 15 10 ENVJRONMENTAL · GEOTECHNICAL · MATERIALS TESTING. THRESHOLD AND SPECIAL INSPECTIONS. PRIVATE PROViDER OFFICES THROUGHOUT FLORIDA 585.1 Country Lakes Or. 0 Fort t-Aye(s. Fl 339m:; ~ 239-4B9--2443 ~~.. .--................ --........ - -----_.....................,---~ - I nt ernationa~ FAX 239-489~3438 CALIFORNIA BEAR!NG RA TID CLIENT: Q. Grady Minor & Associates. P.A. PROJECT: Nev~ Tax[way~ Marco Island Airport LOCATION: CBR-3 SOIL DESCRIPTION: LAB NO: 08-0913 SAMPLED BY: Bob Lainko DATE SAMPLED: 12/3012008 TESTED BY: David Richter Light Brown Sand with Some Rock DATE TESTED: 1/6/2009 SPECIFICATION GOVERNING: ASTM 0-1557 RESULTS OF TEST: PERCENT MOISTURE 10.0 12.0 14.0 16.1 WET DENS1TY 116.3 119,6 122~5 12341 Optimum Moisture: 14.0 108 -I I I ~ I ~ 107 r-- ~ I w 1 C ~ Respectfully Subrl1itied~ >- l GFA INTERNATIONAL, INC. :5 106 . FBPE CA~~30 ~~--_"P 0- 2/16/2009 Christopher J. Pacitto. P. E. Professional Engineer #59445 State of F torida Maximum Dry Density: 107.5 CBR @ Max Density: 43 Surcharge Weight: 10 Ibs. Soak Time: 96 hrs. I 105 J-.. i 9 DRY DENSITY 105.7 106.8 107.5 1 06.0 - - r------r -~ - -- ....~....................:.- -- --~ ~ ~ ., ~ ~ ; ~ , ....~_...~ .......... j ; i j ~ ' ; .-.T-------r~-._' .~... ~.-'""i 10 11 12 13 14 15 16 17 MOISTURE % ENVIRONMENTAL. GEOTECHNICAL. MATERIALS TESTING · THRESHOLD AND SPECIAL INSPECTIONS · PRIVATE PROVIDER OFFICES THROUGHOUT FLORIDA S851 Country L~kes Dr. 0 Fort Myers. ~L 33905 ~ 239-489-2443 ~'C.: ... -"-..........~ ............... --- ........... ........... ~ L__"'. I nternationa~ fAX 239-489 -34 38 CALIFORNIA BEARING RA TIC CLIENT: Q. Grady Minor & Associates. P.A. PROJECT: New Taxiway, Marco Island Airport LOCATION: CBR-4 SOIL DESCRIPTION: Tan Sand with Some Rock SPECIFICATION GOVERNING: ASTM 0-1557 RESUL IS OF TEST: PERCENT MOISTURE 8.0 10,0 12.0 14.0 Optimum Moisture: 12.4 Maximum Dry Density: 114.7 CBR @ Max Density: 39 Surcharge Weight: 101bs. Soak Time: 96 hrs~ Respectfully Submitted. GFA INTERNATIONAL, INC~ FBPE CA #4930 ~~-'-=J ~~~- :;:....--.;:~ -- ~ /. /' 2/16/2009 Christopher J. Pacitto1 P.E. Professional Enginaer #59445 Sta te of Flc rida WET DENSITY 120.0 124.5 128~4 129.3 LAB NO: 08-0913 SAMPLED BY: Bob Lainko DATE SAMPLED: 12/30/2008 TESTED BY: David Richter DATE TESTED: 1/6/2009 DRY DENSITY 111.1 113.2 114.6 113.4 115 ~l I I ~ ! _ 114l ~ 113 j z ' w t c i > 1.. 0:: ! c 112.1 l I f 111 t-~.~.. j--L.. i..--i.--.J ~.,~~~~- ; ---~~ I . ~ i. 7 8 9 10 11 12 13 14 15 MOISTURE 0/0 ENViRONMENTAL. GEOTECHNICAL. MATERIALS TES"~NG * THRESHOLD AND SPECIAL INSPECTIONS. PRIVATE PROVtDER OFFICES THROUGHOUT FLORIDA 5Sf~} Country La~<es Dr. Q Fort Myerst t;_ 3~2~ international fAX 239~489-3438 CALIFORNIA BEARING RATIO CLIENT: Q. Grady fvl i no r & Associ ates ~ P .A. LAB NO: 08..0913 P R OJ E CT: Nevv T axivvay ~ Marco is I a nd Ai rpo rt SAMPLED BY: Bob Lainko LOCATION: CBR-5 DATE SAMPLED: 12/3012008 SOIL DESCRIPTION: Brown Sand with Some Rock and Trace of Silt SPECIFICATION GOVERNING: ASTM 0-1557 TESTED BY: David Richter DATE TESTED: 1/6/2009 RESULTS OF TEST: PERCENT MOISTURE 8_1 10.2 12.2 14.2 WET DENSITY 120~7 126.8 130,7 128.9 DRY DENSITY 111.7 115.1 116.5 112.9 Optimum Moisture: 11.9 Maximum Dry Density: 116.5 117 [ r. .. - "r. - 1" i . 00.. )___._ ,___n .;. CBR @ Max Density: 34 116 .- ~ ~. Surcharge Weight: 101bs. LL (.) 115- ~ ~ I en 114 -~ Z I ~ !.. ~ 113 - -. ....; . c l l 1 j". j .. -l---.-!n--.+ 00 -.+ -.... ~ - . , j ~ ! l ; ; ! f i ! . .J l : ; ~ ~t:.. ! fll ~ ; ~ i ~ ~ : ~ ~... : . 1121.: . ..1mr.r . ~ :.: . .: .'i-~"-~T-. .. - ~ - .. I - t. ..t..- - _.in....-1-.-. ---;.-.- -~. l ; ! ~ ~ ~ ~ l ~ l i ~ ! 111 ~i...--. .: . -"--1--1..--+~~--L_~,.,..-.- i ; Soak Time: 96 hrs. Respectfully Submitted. GFA INTERNATIONAL I INC~ FBPE CA #49JO -~-~~- -----'" ~~; 6/2009 Christopher J. Pacitto. P.E. Professional Engineer #59445 State of Florida 7 8 9 10 11 12 13 14 MOISTURE ok 15 ENVlRONMENTAL · GEOTECHNICAL · MATERIALS TESl~NG · THRESHOLD AND SPECIAL INSPECTIONS · PRIVATE PROVIDER OFFiCES THROUGHOUT FLORIDA Appendix I - Important Information About Your Geotechnical Engineering Report by ASFE -- n --- -- - - - - - - -- -- - - ---I-mpoPtant---lnlormation--About----VluP- n - --- -- _n -- -- -- -- - - ------ Geotechnical Engineering Report Geotechnical Services Are Perlormed lor Specific Purposes, Persons, and Projocts Geotechn ica' engineers slruclure their services to meet the specific needs of their clients. A geotechnical engineering study conducted tor a civil engi- neer may not fulfill the needs of a construcHon contractor or even another civi I engineer. Because each geolechnical engineeri ng study is uni que, each geotechnical engi nee ring report is uniquB. prepared solely for the client. No one except you should rely on your geotechnical engineering report wi~houl firsl conferring with [he geotechnicar englneer who prepared it. And no one - not even you -should apply the report for any purpose or project except the one originaUy contemp1afed. Read tho Full Report Serious problems have occurred because lhose relyi ng on a geotechnical engineering report did not read it aU. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A UniqUe: Set of Projoct-Speclflc Factors Geotechnical engineers consider a number of unique, project-specific fac- tors when establfshing the scope of a study. Typical faclors include: the client's goals5 objectives, and risk management preferences~ the genera' nature of the structure involved. 1ls sizeJ and configuration; the location of lhe struclure on the site; and other pranned or existing site improvements. such as access roads. parking lots. and underground uti1ities. Unless the geotechnical engineer who conducted the study specifically indicates oth- eJWlsel do not rely on a geotechnical engineering report that was: · not prepared for you, · not prepared for your project · not prepared for the specific site explored. or . completed before important proiect changes were made. Typica~ changes that can erode the reliabUily of an existing geotechnica' engineerlng report include lhose that affect · the function of the proposed slructuret as when irs changed from a parking garage to an office build[ng~ or from a light industrial plant to a refrigerated warehouse, . elevation~ configuraUon~ location~ orientation. or weight of the proposed structure. · composition of the design team1 or · proiect ownership. As a genera1 rulel always info rm your geotechnical eng ineer of project changes-even minor ones-and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or Jiabili/y for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing reportwhose adequacy may have been affected by: the passage of time; by man-made eventsl such as construclion on or adjacent to the site~ or by natura! evenlst such as f[oods. earlhquakes. or groundwater fluctua- tions. Always conlact the geotechnical engineer before applyi ng the report to d elerm hle if it is sti It reUab 1 e. Ami no r amo un t of add i ti 0 nal tesU ntlo r ~.. -.:+ ~ analysi~'2Quld prevenl maior prob[ems. $. . ..... Most Geotochnical Findings Are Professional - Opinions ,. Site exploration identifies subsurface conditions only at those poinfs where i subsurface tests are conducted or samples are taken. Geotechn icat eng i- neers review lie1d and taboratory data and then apply their professional judgment to render an oplnion about subsurtace conditions throughout the site. Actual subsurface conditions may differ-sometimes signmcantly~ from those indicated in your report Retaining the geotechnical engineer who developed your report to provide construction observation is the most effecUve method of managing the risks associated with unanticipated conditions. A Report's Rocommendations Are NDt Final Do not overrely on the construction recommendaUons included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion, Geotechnical engineers can finalize their recommendations only by observing actual subsurface condiUons revealed duri ng construction. The geotechnical engineer who developed YOllr report cannot assume responsibility or liability for the report's recommendations jf that engineer does not perform construction observation. A Geotochnical Engineering Report Is Subject to Misinterpretation Other design team membersl misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by hav,og your geo- technical engineer confer with appropriate members of the desIgn team after submitting the report. A~so retain your geotechnlcal engineer to review perti- nent elements of the design teamls plans and specificaUons. Contractors can also misinterpret a geotechnical engj neering report. Reduce that risk by havrng your geotechnical engineer participate in prebfd and preconstructfon conferences. and by providing construction observation. Do Not Redraw the Englneerls Logs Geotechn icat engineers prepare fjna1 boring and testi ng logs based upon their interpretation of field r ogs and laboratory data. To prevent errors or omissionsl the togs included in a geotechn ical engi nearing report should never be redrawn for inclusion in architectural or other design drawings. On'y photographic or electronic reproduction tS acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and deslgn professionals mistakenly believe they can make conlraclors liable for unanticipated subsurface conditions by limiting what they provide for bid preparaHon. To help prevent costly problems, gjve con- tractors the complete geotechnical engineering report but preface it with a clearly wrilten retter of transmittal. In that letterJ advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage lhem to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional sludy to obtain the specific lypes of information Ihey need or prefer. A prebid conference can also be valuabte. Be sure contrac~ tors have sufficient lime to perJprm ~dditional study. Only then might you be in a position to give contractors the best informatfon available to you, whUe requiring them to at least share some of the flnanciat responsibilities stemming from unanticipated conditions. Road Responsibility Provisions Closely Some clients) design professi ona1s. and contractors do not recognize that geotechn ical engineering is far rass exacllhan other engineering disci- pI tnes, Th is lack of understanding has created unreal Jstlc expectaUons that have led to disappointments, cJa}ms~ and disputes. To he1p reduce the risk of such outcomes. geotechn icai engi nears commonly include a variety of explanatory provisions in {heir reports. Somelimes labeled Ulimitations" many of Ihese provisions indicate where geotechnical engjneers~ responsj- bi lities begin and end, to help others recognize their own responsibi I ities and risks. Read these provisions closely. Ask questions. Your geotechnical eng ineer should respond fu Ily and frankly, Geoenvironmental Concerns ArB Not Covered Tile equ i pment, techniques, and personnel used to perform a geoenviron- mental study differ significanUy from those used to perform a geotechnical sludy. For that reasonl a geotechnical engineering report does not usuaUy re late any geoenvi ronmenlal findings. conctusions~ or recommendatf ons; e.g., about the Hkefihood of encounlerfng underground storage tanks or regufated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoen- vi ronmenlal information. ask your geolechn ical consultant for risk man- agement guidance. Do not rely on an environmental report prepared tor someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during buUding desig nt constructi ant operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective~ all such strategies should be devised for the express purpose of mold prevention, infegrated into a com- prehensive plan~ and executed with dU igent oversight by a professional mold prevention consunant. Because juSf a smal1 amount of water or moisture can lead to the development of severe mold infestationsl a num- ber of mold preventton strategies focus on keeping building surfaces dry. Wh i Ie groundwatert water infHtrationt and slmilar issues may have been addressed as part of the geotechnical engineering study whose nndi ngs are conveyed in tillS report, the geotechnicar engineer in charge of Ihis project is nol a mold prevention consu Itant; none of lhe services per.. formed In connection with the geotechnical engineer's study were designed Of conducted lor the purpose of mold preven. lion. Proper Implementation af the recommendations conveyed In this repol1 will not of itself be suUicienl to prevent mold --... from f!lp-_wing /(1 or on the struclur~ /nvolved_ Relr, on Your ASFE~M8mb8r Geotechncial ~ Engineer lor Additional Assistance MembershJp in ASFE/fHE BEST PEOPLE ON EARTH exposes geotechnical engineers to a wlde array of risk management techniques that can be of genuine benefit for everyone involved with a construcli on project. Confer with you ASFE-member geotechnical engineer for more information. A5FE THE BEST PEOPLE ON EARTH 8811 ColesviUe Road/Suile G106, Silver Spring1 MD 20910 Terephone: 301/565-2733 Facsimile: 301/589-2017 , e..maU: info@asfe.org www.asfe.org Gopyrigllt 2004 by ASFE. Inc. Dup1ication~ r6produc({on. or copyina Of thIs document, In whole or in pert. by any means whatsoever; {5 strlcffy prohibited. except wjfh ASFE~ specific written permission. Excsrptfng. qflotingJ or othsrwlse extract/no wordfng from thfs documBnC /s permltfBd only with the express .writton permission of ASFE, and only for purposes of scholarly research or book review. Onfy members of ASFE may use this dor;ument as a complement to or as an element of a geotechnical engineering reporl. Any other firm, Indiv;dua/~ or other entity that so USBS l!lis document without being an ASFE member cDuld bo committing neofi(je/~l or intentional (fraudufout) misrepresentlifion. UGEROB041.0Mnr EXHIBIT N CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT PRINCIPLE IN CHARGE: NORMAN GENTRY OFFICE: 239-594-1994 NORrvlG(i'iJ DEANGELlSDIArvlON D,COrvl PROJECT MANAGER: BRIAN MCKENZIE OFFICE: 239-594-1994 BRIAN M (i'iJ DEANGELlSDIArvlOND.COM SUPERINTENDENT: JAMES GREENBLATT MOBilE: 239-571-1628 JAM ESG (i'iJDEANG ELISDIArvlOND,COrvl